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HomeMy WebLinkAbout0048 MAGNOLIA AVENUE ��m o � b��� a.d t � Town of Barnstable Building y A Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job-and this Card Must'be Kept p Been Made i6 � ' Posted Until Final Ins ection Has �e�n11� Where a Certificate of Occupancy's Requiretl,such;Buildmg shall Not^beS Occupied until�a Einal Inspection has been made Permit Permit No. B-20-310 Applicant Name: DAMON L KENDALL Approvals Date Issued: 03/03/2020 Current Use: Structure . Permit Type: Building-Detached Accessory Structure- Expiration Date: 09/03/2020 Foundation- y/3 as Residential Map/Lot: 225-011 Zoning District: RD-1 sheathing: Location: 48 MAGNOLIA AVENUE,CENTERVILLE _ Contractor Name`: .D/1MON L KENDALL- framing: 1 Owner on Record: BRADLEY,VINCENT G& LINDA Contractor License: CS-070086 2 Address: 215 NORTH MANOR AVE -� a 'W ;. "��`�"` ',, `�fst Project Cost: $ 117,000.00 Chimney: KINGSTON, NY 12401 T Permit Fee: $721.70 Description: REBUILD ONE BEDROOM ONE BATH 1 LIVING ROOM _ ! Insulation: = Fee Paid: $721.70. 3/3/2020 Project Review Req: SP 2019-063. NOT DWELLING UNIT. NO PERMANENT Date: ^` Final COOKING PROVISIONS. r � � Plumbing/Gas Rough Plumbing: \-Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced with insix,months after issuance. All work authorized by this permit shall conform to the approved application and thelapproved construction documents for which thispermit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures-shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection _ . 3.All Fireplaces must be inspected at the throat level before firestflue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund. (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT ' Town of Barnstable Building POst,Thls Card So That it is Visible From the Street Ap prove d;Plans,Must be Retained on Job and this Card"Must be Kept Posted Unl Final Inspection Has' Been Made. _s �� _ ) Permit . � Where a Certificate,of Occupancy is Required,"such Building sFalhNot be Occupied until aaFinal Inspection has been made Permit No. B-20-309 Applicant Name: DAMON L KENDALL Approvals Date Issued: 03/03/2020 Current Use: Structure Permit Type: Building-Demolition Expiration Date: 09/03/2020 Foundation: Location: 48 MAGNOLIA AVENUE,CENTERVILLE Map/Lot: 225-011 Zoning District: RD-1 . Sheathing: Owner on Record: BRADLEY,VINCENT G&LINDA Contractor NameDAMON L KENDALL Framing: 1 Address: 215 NORTH MANOR AVE Contractor,License CS-0A70086 2 . � ,. _ KINGSTON, NY 12401 Est. Project Cost: $5,000.00 Chimney: Description: dmolish exisitng garage ""Pe en it Fee: $ 125.00 Insulation: Fee Paid:. $ 125.00 Project Review Req: i Final: Dater 3/3/2020 Plumbing/Gas Rough Plumbing: '- Building Official a Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six"months'after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from.access street.or road and shall be maintained open for public inspection for-the entire duration of the Final Gas: work until the completion of the same. - t, --------------- 1` Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. " Service: Minimum of Five Call Inspections Required for All Construction Work: = 1.Foundation or Footing Rough: 2.Sheathing Inspection .., 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth.in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Application Number............ Section 5—Detail Cost of Proposed Construction Square Footage of Project 1 Age of Structure. Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method. ❑ .MA Checklist WFCM Checklist ❑ Design Section 6—Project Specifics Wiring ❑ Oil Tank Storage Smoke Detectors AWA08 Plumbing, � r �� Gas ❑ Fire Suppression r� Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply Public ❑ Private cv Sewage Disposal ❑ Municipal On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway 1 Debris Disposal Facility: I am using a crane ❑ Yes ® No j Section 7—Flood Zone Flood Zone Designation f Within or adjacent to a wetland, coastal bank? YestO No ❑ Section 8—Zoning Information 3 3 Zoning District Proposed Use Lot Area Sq. P. 7 Total Frontage 01 pT Percentage of Lot Coverage J 6% #of Dwelling Units (on site) Setbacks Front Yard Required Proposed .? Rear Yard Required_Rr ,� Proposed Side Yard Required i D�Proposed 3.3 Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated: 11/15/2018 �tHE licationNumbb.J'.I�..:�......��w._ App .... MASS. Permit Fee.......................................Other Fee:....................... 059. •eT�p�A TotalFee Paid................................................................ ...... .l TOWN OF BARNSTABLE Permit Approval by...... ........................on..s..2/3/*`-. ......... BUILDING PERMIT Map...:.... . ......:.........Parcel.............................................. APPLICATION Section 1 — Owner's Information and Project Location Project Address_ /Yk4!�)/19 l rt Village Cen "6` L d� Owners Name ,�11A y 0r C-`Pl 47 r}- C i SCANNED Owners Legal Address MAR 0 41010 ,1 City State Zips �{b v Owners Cell # E-mail Section 2 —Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet ❑ Single/Two Family Dwelling Section 3 — Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment Addition Retaining wall . Solar BVUWtO ice. em ❑ ❑ g ❑ ❑ Renovation ❑ Pool ❑ Insulation FEB 0 31020 Other—Specify �+ JVVVI �� n , �a-1AR E Section 4 - Work Description t t4l )( )CZ le)'i 1 a l i f T.ACr imdAted- 1 1li snot R DEVINE PLUMBING & HEATING INC. . F February 7,.2020 - I Town of Barnstable Bldg Dept. '20.0 Main Street; j _Hyannis, MA 02601 i Re:48 Magnolia Road;Centerville To.whom it may concern; I There is no water or gas to the garage structure at.48 Magnolia Road; Centerville. r 1 Very truly yours; 1, 1 % I ennis"M. Devine` Devine.Plumbing and Heating; iric: I i { i � I i 506-HBB-90.02 PHONE • 5;O8-H:BS-831 3 FAX 6 JAN SEBAST.IAN DRIVE, UIVITj o SANDWICH, MA 0:2.563 Doc=1s386r607 12-20-2019 1=50 BARNSTABLE t�,ND COURT REGISTRY <.R►.,STABLE Town of Barnsfable ! Zoning Board of Appeals 19 N01V 25 P? .jt3 Decision and Notice Special Permit No.2019-063-Bradley Section 240-91(H)3- Nonconforming Lot-Developed Lot Protection To allow the demolition of an existing garage and construction of a cottage causing an increase in lot coverage Summary: Granted with Conditions .Applicant: Vincent G.and Linda Bradley 215 North Manor Avenue, Kingston, NY 12401 Property Address: 48 Magnolia Avenue,west Hyannis Port (Centerville),MA Assessor's Map/Parcel: 225/011 Zoning: Residence D-1 (RD-1) Hearing Date: November.13,2019 Recording Information: Cert.No.211820 Lots 1 &2 Land Court Plan 15774-B Background Vincent G. and Linda Bradley applied for a Modification of Appeal No. 2016-032, Condition No. 6 pertaining to lot coverage and Appeal No. 2016-020 Condition No.4 pertaining to the garage. The Applicants propose to demolish an existing garage and construct a one-story cottage, without kitchen facilities, and possible deck which will increase the existing lot coverage. The subject property is located at 48 Magnolia Avenue, West Hyannis Port, MA as shown on Assessor's Map 225 as Parcel 011. It is located in the Residence D-1. The subject property is a combination of two parcels located on the comer of Magnolia Avenue and Newland Street in West Hyannis Port (Centerville) and located on Nantucket Sound. The owners purchased both parcels and combined the two into one single lot of approximately 1.55 acres. The site is currently accessed from Newland Street and Magnolia Avenue is a dead-end street off Newland Street. It appears both lots have been in the same ownership and used as a single lot since at least 1975. According to the Assessors records, the lot is developed with a 4,463 square foot, five-bedroom single family dwelling, attached garage, sports court, and pool, constructed over �. the last 2 years. The lot also contains a detached garage most likely constructed in the 1970's. The existing dwelling is nonconforming with a front yard setback of 21.4 feet from Magnolia Avenue `�. where 30 feet is required in the Residence D-1 Zoning District. The existing garage is also nonconforming as to front yard setbacks on Newland.Street. On May 25, 2016, the Applicants were granted Special Permit No. 2016-020 to allow the demolition of a 1,845 square foot dwelling and construction of a new 4,463 square foot dwelling with nonconforming setbacks. On September 28, 2016, the Applicants returned to the Board and were granted a modification (Special Permit No. 2016-032) to allow the construction of a pool and deck expansion on a dwelling with nonconforming setbacks. Procedural& Hearing Summary Special Permit Application No. 2019-063 to demolish an existing garage and construct a one-story cottage, without kitchen facilities, and possible deck was filed at the Town Clerk's office and office of the Zoning Board of Appeals on October 18, 2019. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on November 13, 2019 at which time the Board I Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No.2019-063-Bradley found to grant the Special Permit subject to conditions. Board Members deciding this appeal were: Alex Rodolakis, David Hirsch, Herbert Bodensiek, Paul Pinard, and Jacob Dewey. Attorney Albert Schulz presented the application before the Board. Also present were Engineer John O'Dea and Builder Ron Welch. Board member Herbert Bodensiek made the board aware that Attorney Schulz had represented him in the past but he will remain impartial. Attorney Schulz reviewed the permitting history and the proposal before'the.Board. The demolition of the existing garage and the construction of the new cottage, without kitchen facilities, will increase the lot coverage slightly. He addressed the abutter concerns from 36 Magnolia Avenue. Attorney Schulz stated the owners have young children and this would be a perfect place for them to live when they get older but the intent is not for a separate guest quarters. The Board discussed the use and questioned whether it will become a rental unit. Attorney Schulz stated it will not.- The Board discussed the tight front setback and whether it is feasible to move it back more than the proposed 3 feet. Due to the slope, location of the septic, and location of the sports court, the 3 foot setback would be the maximum. The Chair acknowledged a letter of concern from Craig and Lisa Falkenham dated November 11, 2019. The Chair requested public comment and Craig Falkenham listed his concerns. He stated it is a change of use from a garage to a dwelling, noise will increase, and the setback is very tight to the road. Attorney Schulz responded and stated the existing •garage is a residential accessory structure and any noise would be the same as any other residential accessory structure. The Board asked if there will be separate parking for the cottage and Attorney Schulz stated there would not be separate parking. Findings of Fact At the hearing on November 13, 2019, the Board made the following findings of fact in Special Permit Application No. 2019-063, a request to demolish an existing garage and construct a cottage without kitchen facilities: 1. The application falls within a category specifically excepted in the ordinance for a grant of a special permit. Section 240-91(H)(3) allows for the complete demolition and rebuilding of a residence on a nonconforming lot where the proposed setbacks are equal to or greater than the yard setbacks of the existing building.The existing front setback of the garage is 1 foot, the proposed front setback of the cottage is 3 feet. 2. Site Plan Review is not required for single-family residential dwellings. 3. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. 4. The proposed yard setbacks must be equal to or greater than the yard setbacks of the existing building. The proposed setbacks will be more conforming with the requirements of the Residence D-1 Zoning District. 5. The proposed lot coverage shall not exceed 20% or the existing lot coverage, whichever is greater. The proposed lot coverage is 16%. 6. The floor area ratio shall not exceed 0.30 or the existing floor area ratio of the structure being demolished,whichever is greater. The proposed FAR is.134 or 13.4%. 7. The building height, in feet, shall not exceed 30 feet to the highest plate and shall contain no more than 2 '/2 stories. The proposed height is 9 feet 4 inches and 13 feet to the top of the plate(30 feet maximum to the plate)and the proposed cottage is 1 story. 2 Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No. 2019-063-Bradley - 8. The proposed new building (cottage) would not be substantially more detrimental to the neighborhood than the existing dwelling (garage). The vote to accept the findings was: YAY: Alex Rodolakis, David Hirsch, Herbert Bodensiek, Paul Pinard,and Jacob Dewey NAY: None Decision Based on the findings of fact, a motion was duly made and seconded to grant Special Permit No. 2019-063 subject to the following conditions: 1. Special Permit No. 2019-062 is granted to Vincent G. and Linda Bradley for the demolition of an existing garage and the construction of a cottage without kitchen facilities at 48 Magnolia Avenue, West Hyannisport(Centerville), MA. 2. The site development shall be constructed in substantial conformance with the plan entitled"Site Plan Proposed Improvements at 48 Magnolia Avenue Barnstable (Centerville) Mass" prepared by Sullivan Engineering and CapeSurv, dated October 4, 2019, and design plans by Progressive Designs dated August 1, 2019. 3. The total lot coverage of all structures on the lot shall not exceed 16% and the floor-area ratio shall not exceed 13.4%. 4. The proposed redevelopment shall represent full build-out of the lot. Further expansion of the dwelling or construction of additional accessory structures is prohibited without prior approval from the Board. 5. All mechanical equipment associated with the dwelling (air conditioners, electric generators, etc.)shall be screened from neighboring homes and the public right-of-way. 6. There shall be no permanent provisions for cooking within the proposed cottage. 7. The decision shall be recorded at the Barnstable County Registry of Deeds/Land Court and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance of the building permit. The rights authorized by this special permit must be exercised within two years, unless extended. The vote was: YAY: Alex Rodolakis, David Hirsch, Herbert Bodensiek, Paul Pinard,and Jacob Dewey NAY: None Ordered Special Permit No. 2019-063 to demolish an existing garage and construct a one-story cottage, without kitchen facilities, and possible deck which will increase the existing lot coverage located at 48 Magnolia Avenue, Hyannis, MA has been granted,with conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty(20)days after the date of the filing of this decisio , a c y f which must be filed in the office of the Barnstable Town Clerk. Ale odolakis, Chair Date Si ned 3 Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No.2019-063-Bradley I, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of under the pains and penalties of perjury. Ann Quirk, Town Clerk 4 .Town of.Barnstable Assessing Division 367 Main Street,Hyannis MA 02601 www.townofbarnstable.us Office: 508-862-4022 Edward FO'Neil,MAA FAX: 5084624722 Director of Assessing ABUTTERS LIST CERTIFICATION DATE: October 29, 2019 RE: Abutters List ' For Parcel(s) : 225-011 As requested, I hereby certify the names and addresses as submitted on the q Y fy attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. Board of Assessors Town of Barnstable Town of Bamstable Geographic information System October 24,2019 226152 ' #es. 226154 226139 001 #226t35 6 #932 #45 046 726140MICND #31 2 1 #780 228 46002 2281 3 4621 044 3 22e 15s 1 #10'd =0148 •i #66..� -933 #5 6145 lr" � #65 ``L 22 226162 ��,,1..1f M' 4A►. 7�F 10 p . F226163 17 226141 226140001 r• 225164 0779. 1 #1s. x . . *u 226165 s2e2ee 116 6� ( 12 =814T �fr# 5 8 1400 #a1d # R. *�19 221ZI6171fi � #02817 #&S r yV *Z9Y #50 ' At7 y� �\ atr:. � 226168 228173 1 \ '0862 #846'6174' AJ 22e170 228175t°! 226143 T s. o1-4 2i 245009. 2ZS003 t;' '225022 �� 225008'. . b6' *64 #168 245008�j 225004 4857 !d' 2250180D2 R #1_1 Opp #Bel #63 22aafT1� 225021 #55 lreo ' =50fl : #48. 225418001 725027001 . NO 143 .225015.: #38 toil' *73' �� 10 #149A ••M -� 2 1 #148 4 �g if41B' ��. •• 226018 1490 •225016• .. ?101. #as ` 225025 22s023 #200 245008 225024 0145 #207 q 0 97 Feet USMS.. #147' DISCLAIMERS:This map is Apr pwrd*rg purposes mdy4 rt a rot adequate for%gal Map:225 Parcel 011 Zoning Board of Appeals(ZBA) boundary dmmrmfna m or mo imermfttla,. Enteogernerabatowdeacewar Abutter.List Type-Pa of interest are those directly opposite o Selected Parcel a 1�=100'may not moat esisbflslred map accuracy sWndarda.TM parcel Ihm an Ihb map - YF) subject lot on sro only grapHa raprosentettonaof Aeseetors tax percet&They are nos we property, any pubic or pftvate street or way and abutters to abutters. Notification of all Abutters boundaries and do not represeM aocuram mlalfonshi a to pbye w features on a*map W-A properties within 300 feet ring of the subject lot such as tw l tng lowdons. S Buffer 10/24t2019 AbutterReport Zoning Board of Appeals (ZBAI Abutter List for,Map & Parcel(s): '225011' Parties of Interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all propertles within 300 feet ring of the subject lot. Total Count: 23 J Close Map&Parcel Owners Owner2 Address II Address 2 , Mailing Country Deed CityState2ep 225006 BARNSTABLE,TOWN 367 MAIN STREET HYANNIS,MA CS9198 OF(BCH) 02601 225008 TOCCI,ANNA 1R 19 MAGNOLIA NOMINEE 2S HILLERY ROAD 21 HILLERY ROAD LEOMINSTER,MA 298001 TRUST 014S3 90 KURKER,WAYNE G& WAYNE G&MARGARET 779 CRAIGVILLE WEST 28619/ 225009 MARGARET F TRS F KURKER RT BEACH ROAD` HYANNISPORT,MA .100 02672 225010 DUFFY,ARTHUR X& '60 EAGLE DRIVE CANTON,MA 27882/ KATHLEEN C 02021 30 225011 BRAD=VINCENT G 215 NORTH MANOR KINGSTON,NY C211820 &LINDA ' AVE 12401 225012 FALKENHAM,USA K 3 BAYBERRY LA DERRY,NH 03038 179881 252 22SO13 DAVID,STEPHEN T TR MAGNOLIA AVE REALTY 30 EASTBROOK RD., DEDHAM,MA 27447/ , TRUST 'SUITE 203 02026-2085 267 225014 FALKENHAM,LISA K 3 BAYBERRY LA DERRY,NH 03038 17988/ 257 225015 KURKER,EDWARD TR C/o HYANNIS MARINA 1 WILLOW STREET HYANNIS,MA 11332/ 02601 163 225016 LARGAY,SUSAN, LARGAY,PAUL 135 RAIL TREE HILL WOODBURY,CT 30902/ JENNINGS,ANN& RD 06798 94 225017 LIGUORI,ELIZABETH KEARSARGE AVE REALTY 15 PROCTOR ROAD CHELMSFORD,MA 253561 A 7R TRUST 01824 250 225018001 WINN,30SEPH L TR& 30SEPH L&GAIL A 3 3ONAS STONE LEXINGTON,MA 293171 WINN;GAIL A TR WINN REV TR CIRCLE 02420-2136 250 22SO18002 LARGAY,ANN M 13S RAIL TREE HILL WOODBURY,CT 30902/ AVE' 06798 89 PENDERGAST,ANN D PENDERGAST CENTERVILLE,MA 225029 TR MAGNOLIA AVE TRUST, PO BOX 57b 02632. D1377838 225032 PENDERGAST' PO BOX 576 ANN D PENDERGAST CENTERVILLE,MA TR MAGNOLIA AVE TRUST 02632 D1377838 ATSAUS,SILAS J& WEST 225034 DANETTE P 0 BOX 449 HYANNISPORT,MA C125257 02672 226142 TOCC1,ANNA T4 19 MAGNOLIA NOMINEE 21 HILLERY ROAD LEOMINSTER,MA -228001 TRUST; OWS3 90 19 MAGNOLIA NOMINEE LEOMINSTER,MA 29800/ 226143 TOCCI,ANNA TR TRUST 25 HILLERY ROAD- . 21 HILLERY ROAD LEOM LEOM 90 226144 DUFFY,ARTHUR X& 60 EAGLE DRIVE CANTON,MA 27882/ KATHLEEN C 02021 30 HYLAND,G ARTHUR WEST 2115/ 226145 JR&SUSAN 8 PO BOX 538 HYANNISPORT,MA 113 02672 KURKER,DOLORES A HYANNIS,MA 11332/ - 226146001 &EDWARD&WAYNE C/O HYANNIS MARINA i WILLOW STREET 02601 167 G 226146003 KURKER,EDWARD TR C/O HYANNIS MARINA 1 WILLOW STREET.. HYANNIS,MA 11332/ 02601 158 226146004 KURKER,EDWARD TR C/O HYANNIS MARINA I WILLOW STREET HYANNIS,MA 11332/ D2601 163 This list by hselr does NOT constilule a certified list of abutters and is Firmided only ss an old to the determination of abutters.If a certified list of abullers is toquired,contact lho Assessing Division to have Giis list certified.The ownor aad address data on this Ust Is from the Town of Bamtable Assessor's database as of 10/24n019. mapa.townofbemstable.uslarelms/appgeoapp/AbutterReport.aspx7type=ZBA, 112 ac �ar�r�e Patriot Proof of Publication Publication Date Tam m ilamsiaDte ( Town m Barnet NO 1 Zoning Board oh Appeab c Heari 0oard le Appeals Nodes at Pubao aberlops order the Zoning Oldlnance Not de 01 PuDOc Itearhgs nmdarthe Zanlnp O14nelia Naemi>er13 2r11 Novemberl3 2018 To as parsons Interested of ar b.13. b11 me actions m the Zoning To all persons IMm%W In or attested 1q 'a adbns of 0e Zonng Board m Appeals,You are hereby named,0uraraaa to SeUlen 11 al Board of Appeals lNu are nemgr nofad4 Ct a Seaton 11.a Chapter/OA m the 0enre h Laws of to(brlrmaNjaNf of M 1SSM Chepin 40A m the Gemml Lars m the Commncmraaim Man ChusaNa and N amendments;thereto.thaN a Pubec haring on ma chlrsetis,and as amendments mere10.that a putwlc�earO p on the tabwlnp spoors win be held on wedror&py,November 13,2010,at roltrnrinp tDpttls oil a held on Wednesday.hbvembar 13 2Dt9,rt followthe ing lndirakd: the rime adlcated: 7:00 P AppOsi No.2019-063 8nadky i7 7:00 P A'anppear teo.2M9-063 &Son Vmcenl G.artd tltda 8redley have applied for a Ma1IHCStion of AO- pool lNNpo•2DIG-03Z Coned Pon Ica.6ap�lkrro w bl eavera9e and peat No.2016-032,Candluan qo,6 pertaining to lot Names and Appllaf No.2016-020 Ooodl n No.4 perlalnbg ro tge garage. TM Appeal tic.�t6-020 CoMnbn No.{pertalninp rtog0the garage. TAa �ng em proposEg to demonsn an adslNO Oampe end Ooe- ' Seuct a o one starypcolfapeo�wittoutskltdne on nakeiNtksand possible ahuol a aria stotY cmtape,ratwut Mldran lacattiea and 0osstde deck which wig InxYWse the eds6nq lot Coverage.The subjea OroD• deck which will Indaase ma ardsdrp lot eoverape. TM Subject grog any ls locatM at 46 Mein'. Avenue Went fhamls Pont MA as arty k located at 46 Mapnole Avene.West NyannK Po4 NIA as shown on Assessor's Map 226 a5 Parcel Ott. R m located m lM ►° shown on Assessor's Map M5 as Parcel 011. R Is bated In the • Residence D-1. f ttesfdence o-t.. 1 qa 20t0-064 loaman at Nominee •1' 7:01 PM Appeal No.2019•064 10amon or Nominee 7-01 PM A)nga. I Mark ladman or Nominee as pnospect(a owner,�Petitioned for , Mark l0aman or Nominee as prospective ownerr,has pe9lbned for .1 ayarlara pursuant to Sedioo 240-35 Groundwater"ection Dyer- a Var"pomuant to Section 2035 Groundwater Protection Over- r, lay Districts,A and 0. The Petitioner seeks to"Mum an under- by[IMINs.A and& The Pdtboer seeks to remove an under- ground storage tank but under DEP requirements,the she must be 3 ground Storage tank but under DEP roqutremeras•the see must be 1 dansd up to sift driadnp warn standards.The relef being sought leaned up to strict ddndnp caster standards.The read being sough 16 a deternan8aon by the Zoning hoard of Appeals that since the Sub- is a determiredan by the Zoning Board d Appeals that since the sub- Joe,property sils slop brardrtsh waist mat N has no impact on the Oct property she stop bmddsh crater that N has no Impact an the sooner and pe such ls sd agURN protected,The SOW Property IS egoltor and as such Is rot aquifer protected.The Subject progeny ls located at 3224 Main Street(Rohe SA)Namstablo as Shown On As-located at 3224 Main Street(Route BA)Barnstable IS ellovm On Ay- swears Map 299 as pared D29. it is braced In the Residence f 2 1 aessor's Map 299 as Panel 029. It Is baled In the ROSWMa f-2 and Vdiag,Sualnesa A(YRA). and Visage Business A(VON. 7.02 PM Appeal Ho,2019-M long' pout PM Appal No.2019.O i Iona Paul&10rnp has applied for a Special Permit pamreM to Section Paula (3)ng,has applied to aSpector -De olisuana to Section 240.91.H(3)-Developed Lot Protecllon-Demolnioo and Rebuild- Ing on Nonconforming n D Lo lot a i Demahbn and Rebuild' In g On Nonconforming Lois.The Applicant la proposing to demolish j Imp on ngoath Lots.The Applicant.600sls e look.four-bedroom to demolish 2 en axisling oneand•a half Mary.1,SW square toot 1our4edioom en mosdrry dwdld-s ndtl story. tat square tom.tour bedroom single-famly dwelling and Construct a 1ro-story,2.139 Writ tool, single-hmay dwelling whiandch h will Cal a two arory,required square fact, ; single-fumty dwelling which will am meet the required My(501101 aln0lcfamly llemeaD which rla Call meet me the zoning Igry(Sp)toot setback requirement from a Great Pond In me toning disU61 In Wback regdrement from a Great Pond h me tbrAeq dhtr lo wh ch h Is bawd. The subject property Is located of 155 Point m width tt ar located. The sMilt a showproliparn b located a 15S Prom m T Pines Avenue,Centerville,MA as shows an AssMel Mali 230 as Pines Avenue,Cemervtpei MA a shorn on Aug-11)Z Map 230 sa Parcel 067.R is located b me Residence D•1 RD-1)Zoning Dishlol• pared sour It r bated lo Ire Resilience(O•t(RD•1)Zaniq Dlsulct and Resource Protection Garay District(RPOD� and Resource Protection O criay District(RPOD) 7:03 PM Appeal No.2019-M Sands 7:03 PM Appal No.2019.066charitoll Sands Chariton and Cnrislue Sands have applied iN a SpecW Pemat se0 ion 24 a Sands have olpoped for a to a On Permit purauaM to Strllon 24MI.H(3)-Davetoped Lot Protection-Dam- pursuant to Section 24o No (3)-minlovee Lot a Applicant on is and Rebuilding on Nonconforming Lens.The APPIWd IS Oro- mldon ato Rm demolish a on M119 two-st Las.The Applicant ls hro- posing to demolish an existing 1wo-StOry.2,765 equals loot three. posing to mmokan ho edetlng dwelling and co 1,355 a two-loot throe 13)bedroom.single-family dwening and construct a two-story,2,672 (3)bedroom,sinpkdamlywelng end wnsin of a set the y,2a72 Square loot Single-f undy dweling width vies net meet the required square Pool Sing ant trey dwelling which heel cam meet the requirement twenty(20)foot from yard sdbadt.h0rh the Town Way,requirement in thenty I loot front yens Which it is from Jewett The Way,m hYp"3 In the zoning dldit lo which N Is located The subject property Is toeN the aanlnp district in Road, tt a bested s s owna n Progeny's located at 4 Bay Shore Rosa.Hyannis.MA is shown on Assessor's Map 3 at{Bay Shore Road.Hyannis,i MA lie shown on O)Zoning Map 326 as Parcel Oat. It is located in the Residence 8(RS)Zoning , Map 8 as Penal 092.R is located in me Residence p(RB)Zoning District, Time public hearings wen be held at the Barnstable Torn Nall,367 2 these public hearings will be held at N Bamstable Town•Hail,367 Mahn Street,Hyarois.MA.Hearing ROOM bated on me 2nd Floor, Mahn Sheet,fyoful%MA,Hearing Room located on me 2nd Floor, Wednesday, November 13,2019.Plans and apPficallOms may be n- Wednesday, November 13,2019.Plans and applications may be re- viewed N pie Zoning Board of Appeals OfficL Pinning and Develop- viawed at me Zoning Board at Appeals ON1ce,Plasaq n and Develop, ment Depahtmeld,Town Offm.200 Maul SvK Nyannia,MA. mein Depa cat Tam Offices,,200 Main Strom Hyannis.MA. T eamstable PaddenAleit Rodotalus.Chalk Barnstebk Prtriot Alor Rodaakrs,Choi . Odobet25 ardNavemDerl•2M9 2onMpBoardmlyooeak Cnober 25 Hid Nrrvembef 1 2014... ilt�Slt f 1 a Tbe 38armgtablevat,riot Proof of Publication Publication Date �� l down o7farlT9f'd1b towaor aarwwvrc Zoning Board of Appeals Zoning Boartl of Appeals Notice of Public Hesrirgs undetthe Zadrp Ordinance Notice of Publl! nnOs und.rihe Zoning Ordinance November 13,2019 November 13,2019 To all persons Interested In or all,, it by"''a'ona at me 2anitnq To all persons Interested In cc effected by the actions of the Zoning board of ADONIS,you are hereby relined,ptrrsant to Section 11 of Board d Appeals,you are barely Rallied,pursuant to Section 11 at, Chapter 40A of the General Laws ofthe4ammomleallh of Hassel-I Chapter 40A of the Genera Laws of MelQDmmonweahh d Massa. chusetts,end ail amendments thereto,that a public hearing on the l ehusetls,still amendment therela,that a public nearing on the to9oadnp appeals will he held On Wednesday,Navern>,r 13.2019,at: following appeals will be held an Wednesday,Novem'�i 19,2019.at the f fine indicated: the time Indicate*. - 7d10 P Appeal No.2019-063 emoley 1 7:00 P Appeal No.2019-g83 Brad" Vincent G.and Linda Bradley have applied for a Modiiication atAp- Vincent G.and umaa Bradley have applied for sModificaton WAD. •peal No.2015-032.Condition No.B pertening to lot coverage and Pee No, 20f8.032.C roan No.6"hairs to lot coverage and Appeal No.2016-MO Condition li pertaining to the garage. The Appeal Nil 20IH20 Condition RDA pertaining to the garage. The Applicants are proposing to demolish an exdstig garage and son- Applicants are proposing to demolish an existing 98flee and con- shuct a one-story cottage,without kitchen facilities,and possible _ struct a one-story collage,withoul kitchen facgiges.and DOWNS ideck which well increase the sideline lot coverage.The subject prop- deck which will Increase the existing 101 Coverage. The subject prop. ery Is located at 48 Magnolia Avenue,West Hyannis Port.MA as Cry IS located a146 Magnolia Aveeud,West Hyannis Port,MA as shown on Assessors Map 225 as Pared 011. It IS touted In the shown on Assessor's.Map 225 as Parcel 011. it Is Natal In the Residence 0-1. Residence D-1. - 7:01 PM Appeal No.2012-064 Kaman or Nominee 7:01 PM Appeal No.ZM94H lasmari er Nominee Mark Klemm or Nominee as pr�pe�ive owner,has petitioned for Mark Igo an or Nominee as prospective comer,has petitioned for a Variance pursuant to Section 240 35 Groundwater Protection Over- a Varistka pursuant to Section 240.35 Groundwater Protection Over- lay DIs(rlcts,A and S. The Petitioner seeks to remove an under- lay Districts,A and B. The Petitioner seeks toremove an under- ground stones lank but under DEP requirements,the sits must be ground storage tank but under DEP requirements,Me site must be cleaned up to strict drinking water standards.The relld bent sought cleaned up to Strict drinking water standards.The relief bring sotrghl Is a determination by the Zoning Board of Appeals that since the sub- L1 a determination by the Zoning Board of Appeals that ulna the sub- jeel property sits atop brackish water that It has no Impact on the )ect property sit stop brackish water that A has no impact on the aqufer and as such Is Rot aquifer protected. The subject AmpaM is aquifer and is such is not aquifer protected. The subJtd property I$ located at 3224 Main Streel(Route 6A)Barnstable as shows on As. totaled at 3224 Main Street(Rant GA)Barnstable as drown on As- sessor's Map 299 as Fatal 029. R is routed In the Residence F2 sessoe's Map 299 es Parcel 029. R is looted in fine Residence E-2 and Village Business A(1194). and Village BusimessA(VBA). 702 PM Appeal Nd.2019.065 Nine 7:02 PM Appeal ND.2019-M King Paula King has applied for ISSpeelel Pamdl pursuant 10 SeNlon Pavia 45 g has spWied for a Spells•Permit pumusat to Section 240-91.H(3)-Deteloped Lof Protection—Demolition and,Rebund- 240.91•H(3)—Developed Lot Protection-Demolition and Rebuild- Ire on Nonconforming Lois,The Applicant 1s proposing to demolish Ing on Nonconforming Lots. The Applicant is proposing to demofsh an existing one-and-a hall story,I,80D square toot lour-bedroom an adsing one-on"ban story,1,800 liquors foot,four-bedroom emgle-la rr y dwelling and construct a two-story.Z139 square toot single•tamiy dwelling and construct a two-story,9.139 square lone. single-lamely dwelling which will not meet the required Shy(50)foot single-family dwelling which will not a"toe required fifty(50)foot 1 setback requoremerit from a Great Pond in the zoning district In setback rapukement from a(areal Pond In ore tonErg district in i which If is lowed. The Sub)eet property is located at 15B Point of which B IS located The subject proberry Is located at 156 Point of i Pines Avenue,Centerville,MA as shown on Assessor's Map 230 as Pinpe Avenue,Centerville:MA as shown on Assessor's Map 230 as Parcel 067. It is located in the Residence D-1(110.1)Zoning District Pared 067.It'll,located In Me Residence D-i IRD-1)Zoning District a and ftouree Protection Overlay District(RPODI., and Resource Protection Overlay District(RPOD). 7:03 PM Appeal No.2019.066 Sands 7,03 PM Appeal No.2019-066 Sands Chariton and Christine Sands have applied W s SpecW Permit Charlton and Chrelne Sands have applied for a Special Perms pursuant to Section 24O91N(9)—Developed Lot i'rotect on—Dam- pursuant to SeNicn 240-91.H,(3)—Developed lot Proud on—Dem- p dtilion and Rebuilding on Nonanlormbkg Lots.The Applicant Is pro- option and Rebuilding on NpdConforming Lots.The Applicant Is pro. poslog to i demolish in existing two-story.2,355 square foot,three posing to demolish ad existing two-story•2.355 square foot three 13)bedroom,single-family dw i ing and constrict a two-story,2.072 (3)bedroom Singk•famly dwelling and construct atwo-Story,2,072 R square foot,single-family dwelling which will not meet."required square foot,single-family dwelling which will not meet the required it twenty 4201 foot front yard Whack.from the To"Way,requkemem, twenty 120)fool front yard setback,from the Town Way,requirement K to the ronimil district In wInen ft Is'oated: fie subject property is In the zoning district In which ItIs located. The subjed property Is N located at 4 Bay Shore Road,Hyannis,MA as shown on Assessor's located at 4 Bay Shore Road,flyannis,NIA as shown an Assessors 0 Map 326 as Parcel092 It is located in the Residsna B(1 Zoning Map 326 as Parcel 082.n is located in the Residence B(RD)Zoning District. District. M These public hearings wig be held at Oro Barnstable Tam Hall,367 These public hearings will be held at the Barnstable Tom Hag.361. W Main Street.Hyannis,MA,Hearing Room totaled on the 2nd Real. Main Street,Ifyarinis,MA,Hearing Room located an the god Floor.I vi Wednesday. November 13.2019. Ports and applications may be re• Wednesday. November 13.2019.Place and 0116catioce may be re- R, *Wad it she Zoning Board of Appeals OHia.Planning and Develop- viewed at the Zoning Board al Appes's Office.Planning and Develop- merit Department.Town Offices,20D Main Street,Hyannis.MA. merit Departri Town OlSces,•200 Main Street,Hyannis,MA. Barnstable Partial Alex Rodolakis,Cnair Barnstable Ndot Alex Rodakids.Chair October 25,and November 1,2019 Zoning Board o(APpeals October 25,and November 1.2019 Zoning Board of Appeals BARNSTABLE REGISTRY OF DEEDS John F. Meade' Register Boise Cascade Doubie•1-3/4" z'9=1/2' `VERSA-LAM®2.0 3100 SR ®BolseCaacade RB01 (Roof Beam) BC CALCO Member Report Dry 11'span 1 No cant. January 17;2020 15:07:16 Build 7295 Job name: The Bradley Bunk House 'File name: Kendall Welch' 48 Magnolia Address: 48 Magnolia' `'"� `' ` ' 'r t' ' 'Description: RIDGE OVER BEDROOM ='•I ' City,State,Zip: Centerville, MA ,"t: '`"'Specifier. �- Builder: Kendall and Welch "�''�'-Designer: Joe Madera Code reports: ESR-1040 ' •"-t '_'Company:__ Shepley Wood Products 0 12 0 14-00-00 B1 B2 Total Horizontal Product Length=14-00-00 Reaction Summary (Down/ Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 3-1/2" 697/0 1260/0 B2, 3-1/2" 697/0 1260/0 Load Summary ` Live Dead Snow Wind Roof Tributary -tr- ..t +Ct.. 40 l i, Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160%' '125%. 0 Self-Weight Unf.Lin.(Ib/ft) - L 00-00-00 14-00-00 Top 10 00-00-00 1 Standard Load Unf.Area(lb/ft2) L 00-00-00 14-00-00 Top 15 30 06-00-00 Controls Summary Value %Allowable Duration Case Location Pos.Moment 6410 ft-Ibs 39.9% 115% 4 07-00-00 End Shear 1654lbs 22.8% 115% 4 01-01-00 Total Load Deflection U384(0.423") 46.9% n\a 4 07-00-00 Live Load Deflection U597(0.272") 40.2% n\a 5 07-00-00 Max Defl. 0.423" 42.3% n\a 4 07-00-00 Span/Depth 17.1 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 3-1/2" 1957 Ibs n\a 21.3% Unspecified B2 Wall/Plate 3-1/2"x 3-1/2" 1957 Ibs n\a 21.3% Unspecified Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum(080)Total load deflection criteria. Design meets Code minimum(L/240)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALCO analysis is based on IBC 2015. Design basedLori Dry Service Condition. 013alseCascaft ® Doub.le 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP: . 9a1aacaacme RB01 (Roof Beam) BC CALCO Member Report Dry !,span, No cant. January 17,2020 15:07:16 Build 7295 Job name: The Bradley Bunk House File name: Kendall Welch 48 Magnolia Address: 48 Magnolia Description: RIDGE OVER BEDROOM City,State,Zip: Centerville,MA Specifier: f Builder: Kendall and Welch Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products Connection Diagram: Full Length of Member b <i a minimum=2" c=5-1/2" b minimum=4" d=24" e minimum= 1" All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMFL312 t _ Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness'and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to - anyone relying on such output as" evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALCO,BC FRAMER@,AJS-, ALLJOIST@,BC RIM BOARD-,BCIO, BOISE GLULAMTM',BC FloorValue@, VERSA-LAM@,VERSA-RIM PLUS@, D......•)..F 7 a5ol3eCascaft ��0e Single 1-3/4"--X 9-1/2" VERSA-LAM®2.0r3100 SP e01aecaxade RB02'(Roof Beam)' BC CALCO Member Report Dry 11'spanI No cant. " ` January 17,2020 15:07:16 Build 7295 Job name: The Bradley Bunk House .r t` > File name: Kendall Welch 48 Magnolia' Address: 48 Magnolia - - "'� " ' }p —Description: SHORT VALLEY ,r City,State,Zip: Centerville,MA ` "'q`Specifier: - Builder: Kendall and Welch ' n Designer: Joe Madera Code reports: ESR-1040 -Company: Shepley_Wood.Products *�8.5 12' 2 0 os- Mo B1 B2 Total Horizontal Product Length=09-03-00 Reaction Summary (Down/Uplift) (Ibs) Bearing Live Dead Snow, ,Wind Roof Live B 1, 3-1/2" 429/0 666/0 ', , B2,3-1/2" � 221 /0, 316/0, Load Summary i Live Dead Snow Wind Roof Tributary_ Live _Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight ' Unf.Lin.(lb/ft) L 00-00-00 09-03-00 Top 6 ,y , ,r: 00-00-00! 1 Trapezoidal(lb/ft) L 00-00-00 Top 60, 120 n\a 09,0 -00 2 Trapezoidal(lb/ft) L 00-00-00 . .r��. I Pt Top 45 90 rile, - 09-03-00 , ,T 0't 0 , 4 Controls Summary. Value , %Allowable Duration Case Location Pos.Moment 1731 ft-Ibs 21.6% rA� 115% 4 04-00-05_" End Shear 985 Ibs = 27.1% _ .1.15%. - , 4 00-03-08 Total Load Deflection U913(0.142"), 19.7% ,, `n\a E 4 ' 04-06-05 Live Load Deflection U999,(0.085:) n\a �,:,n\a 5 04-04-13 Max Defl. 0.142" 14.2% n\a 4 04-06-05 Span/Depth 11.1 - %Allow %Allow f a� �°- Bearing Supports Dim.(LxW) r, Value Support Member Material B1 Wall/Plate 3-1/2"x 1-3/4" ti. t1095 Ibs n\a 23.8% Unspecified DISCIOSUre: '. B2 Wall/Plate 3-1/2"x 1-3/4" 537 Ibs n\a 11.7% Unspecified Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input Slope and Cut Length Slope Fascia Depth Horiz.Length Product Length must be reviewed and verified by a Plumb Cut with Hanger to dbl.top plate 8.5/12 11-5/8" 1,09703-00 %1, , - 11-10-12 qualified engineer or other appropriate +, t; ,• ,�, expert to assure its adequacy,prior to t_ _ _,0�..� ... _'. _._ _ ._ ..Y-anyone relying on suchoutput as Notes evidence of suitability for a particular Design meets Code minimum(U180)Total load deflection criteria.'" " w ` application.-The output here is based on Design meets Code minimum(U240)Live load deflection criteria. building code-accepted design Design meets arbitrary(1")Maximum Total load deflection criteria properties and analysis methods. . _�K stirs; <.. �;_- ._ Installation'of Boise Cascade- '(4Calculations assume member is fully braced. _ f '_ *;oengineered wood products must be ini, BC CALCO analysis is based on IBC 2015. accordance with current Installation Design based on Dry Service Condition. Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALCO,BC FRAMER@,AJS-, ALLJOIST@,BC RIM BOARD-,BCI@, BOISE GLULAM-,BC FloorValue@, VERSA-LAM@,VERSA-RIM PLUS@, Bolsecassade ®Babcamb Double 1-3/4" x 11-7/8" VERSA-LAM@ 2.0 3100 SP f*33�sajsacascwe RB03 (Roof Beam) ��JJ BC CALCO Member Report Dry 1 span I No cant. January 17,2020 15:07:16 Build 7295 Job name: The Bradley Bunk House File name: Kendall Welch 48 Magnolia Address: 48 Magnolia , s Description: LONG VALLEY City, State,Zip: Centerville,MA Specifier: Builder: Kendall and Welch Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products 8.5 12 4 2 0 12-00-00 B1 62 Total Horizontal Product Length=12-00-00 " .. Reaction Summary (Down/ Uplift) (Ibs) _Bearing Live Dead Snow Wind Roof Live B 1, 3-1/2" 1432/0 2428/0 B2, 3-1/2" - 1953/0 3517/0 Load Summary Live' Dead Snow `Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf.Lin.(lb/ft) L 00-00-00 12-00-00 Top 15 00-00-00 1 R1 Conc.Pt.(Ibs) L 06-06-00 06-06-00 Back 697 1260 n\a 2 S1 Trapezoidal(lb/ft) L 00-00-00 Back 38 75 n\a 12-00-00 0 0 3 S2 Trapezoidal(lb/ft) L 00-00-00 ' Back- 45 go - n\a 12-00-00 200 `500 4 Conc.Pt.(Ibs) L 06-06-00 06-06-00 Top 221 316 n\a 5 Trapezoidal(lb/ft) L 06-00-00 ' Back 01 ' 0 n\a 12-00-00 ' 57 113 Controls Summary Value %Allowable Duration Case Location Pos. Moment 16385 ft-Ibs 67.0% 115% 4 06-06-00 End Shear 5167 Ibs 56.9% n 115% 4 11-08-08 1 Total Load Deflection U309(0.549") 58.3% - n\a - •4 06-01-08 Live Load Deflection U486(0.349") 49.4% n\a 5 06-01-08 Max D'efl. 0.549" 54.9% n\a 4 06-01-08 Span/Depth 11.7 %Allow %Allow - Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 3-1/2" 3860 Ibs n\a 42.0% Unspecified B2 WalUPlate 3-1/2"x 3-1/2" 5470 Ibs n\a 59.5% Unspecified - - Slope and Cut Length Slope Fascia Depth Horiz.Length Product Length Plumb Cut with Hanger to dbl.top plate 8.5/12 14-9/16" 12-00-00 15-04-14 QpBolsocascade lNoca 0e Double 1=3/4" z 11-1/8" VERSA=LAW'2:0 3100 SP - Walsecaxme RB03(Roof Beam) BC CALCO Member Report Dry I I�span No cant '.t. January 17, 2020 15:07:16 Build 7295 Job name: The Bradley Bunk House. `` }' r' °t '` File name: Kendall Welch 48 Magnolia Address: 48 Magnolia :ram tt' 'Description: LONG VALLEY City,State,Zip: Centerville,MA Specifier: ' Builder: Kendall and Welch Designer: Joe Madera Code reports: ESR-1040 = 'Company: Shepley Wood_Products' ' Notes Design meets Code minimum(L/180)Total load deflection criteria. Design meets Code minimum(L/240)Live load deflection criteria.+ _ Design meets arbitrary(1")Maximum Total load deflection criteria. _ Calculations assume member is fully braced. - - BC CALCO analysis is based on IBC 2015. Design based on Dry Service Condition. Connection Diagram: Full Length of Member 7_ a minimum=2" c=7-7/8" s' •r; i t , ..•. f• _ - . b minimum=4" d= 12„ a ,,t. . -, -.t., IJ n ;+ e minimum= 1" R Calculated Side Load=248.0 lb/ft , All FastenMaster screws may be installed from one side of multiply Versa-Lam beams.•-_ Connectors are: FMFL312 '4a• .4 W • �,.mot t t• . „ +' .. ' .�y g .. ".:''•.. r, X o - Disclosure- T Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA).• „i Completeness and accuracy of input must be reviewed and verified by a - +�' r qualified engineer or other appropriate expert to assure its adequacy,prior to - :r ..-, .• . . i_- `. •a 3 ".. t�,�l� r• anyone relying on such output as,,- evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALCO,BC FRAMER@,AJS-, ALLJOISTO,BC RIM BOARD-,BCI@, BOISE GLULAM-,BC FloorValue@, VERSA-LAM@,VERSA-RIM PLUS@, Bolse Cases* lwclspk Double 1-3/4". x 16".VERSA-LAM®2.0 3100 SP. ( )Boisecasewe RB04(Roof Beam) BC CALC®Member Report Dry 12 spans I No cant. January 17,2020 15:07:16 Build 7295 Job name: The Bradley Bunk House File name: Kendall Welch 48 Magnolia Address: 48 Magnolia Description: MAIN RIDGE City, State,Zip: Centerville, MA Specifier: Builder: Kendall and Welch Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products �0 _ . 12 - - p , E:-[: 3 0 OB-03.08 26-00-00 B1 B2 63 Total Horizontal Product Length=34-03-08 Reaction Summary (Down/ Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 3-1/2" 0/896 0/2375 B2, 3-1/2" 4746/0 10003/0 B3, 3-1/2" 1078/0 2656/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf.Lin.(ib/ft) L 00-00-00 34-03-08 Top 16 00-00-00 1 Standard Load Unf.Area(lb/ft2) L 00-00-00 09-00-00 Top 15 30 02-06-00 2 Reaction from RB03 at Conc.Pt.(Ibs) L 10-06-00 10-06-00 Top 1953 3517 n\a bearing B2 ' 3 Unf.Area(lb/ft2) L 08-03-08 34-03-08 Top 10 30 08-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 19886 ft-Ibs 46.3% 115% 8 23-03-10 Neg. Moment -29582 ft-Ibs 68.8% 115% 9 08-03-08 End Shear 3188 Ibs 26.1% 115% 8 32-08-00 Cont.Shear 10047 Ibs 82.1% 115% 9 09-09-04 Total Load Deflection U353(0.877") 51.1% n\a 8 22-01-11 Live Load Deflection U499(0.62") 48.1% n\a 11 22-01-11 Total Neg.Del. U999(-0.085") n\a n\a 8 04-11-14 Max Defl. 0.877 87.7% n\a 8 22-01-11 Span/Depth 19.3 Cautions Uplift of-3271 Ibs found at bearing B1. For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. 613olseCasceft ® Double 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP ®801secascaft RB04(Roof Beam) BC CALC®Member Report Dry 2 spans I No cant. January 17, 2020 15:07:16 Build 7295 Job name: The Bradley Bunk House File name: . Kendall Welch 48 Magnolia Address: 48 Magnolia Description: MAIN RIDGE City, State,Zip: Centerville, MA Specifier: Builder: Kendall and Welch Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products Notes Design meets Code minimum(L/180)Total load deflection criteria. Design meets Code minimum(L/240)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. , Minimum bearing length for 131 is 1-1/2". Minimum bearing length for B2 is 5-5/8". Minimum bearing length for B3 is 1-1/2". Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2015. Design based on Dry Service Condition. Connection Diagram: Full Length of Member I b d �.. �a Y. a minimum=2" c= 12" b minimum=4" d=24" e minimum=1" All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMFL312 r Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To r obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, ALLJOIST®,BC RIM BOARD-,BCI®, BOISE GLULAMTm,BC FloorValueO, VERSA-LAM®,VERSA-RIM PLUSO, QpBalseCascadle AADouble 1-3/4"-x 9_'ld'VERSA-LAM®2.0 3100 SP �e°iucanatle RB05(Roof Beam)' BC CALC®Member Report Dry 4 spans I R cant.' ," January 20,2020 11:49:12 Build 7295 _ Job name: The Bradley Bunk House r -File name: Kendall Welch 48 Magriolia'(1) ' Address: 48 Magnolia Description: porch header City, State,Zip: Centerville,MA Specifier: Builder: Kendall and Welch " Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products = 12 'j -•5 1 -+ 0- 01-02-08 ) 11-04-00 08-09-00 01-02-08 131 B2 'VC a , B3 ea Total Horizontal Product Length=22-06-00 Reaction Summary (Down / Uplift) (Ibs) ry Bearing Live -Dead . - Y Snow —— Wind-' f' - Roof Live B1, 3-1/2" 0/1050 0/1279 B2,3-1/2" 1802/0 2138/0 _ B3,3-1/2" 1221 /0 1345/0 B4, 3-1/2" 493/0 578/0 Load Summary Live Dead Snow. Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf.Lin.(Ib/ft) L 00-00-00 22-06-00 Top 10 00-00-00 1 Standard Load Unf.Area(lb/ft2) L 00-00-00 22-06-00 Top 15 30 04-00-00 2 Unf.Area(lb/ft2) L 00-00-00 22-06-00 Top 10 r 04-00-00 Controls Summary Value %Allowable Duration Case Location Pos.Moment 1432 ft-Ibs 8.9% 115% 13 07-00-05 Neg. Moment -2442 ft-Ibs 15.2% ' ' ' 115% ' 13 01-02-08 End Shear 2214 lbs 30.5% 115% 13 01-01-00 Cont.Shear 2391 lbs 32.9% 115% 13 00-03-04 Total Load Deflection U999(0.045") n\a n\a 13 07-00-05 Live Load Deflection L/999(0.026") n\a n\a 21 07-02-03 Total Neg.Defl. 2xL11998(-0.012") n\a n\a 15 22-06-00 Max Defl. 0.045" n\a n\a 13 07-00-05 Cant.Max Defl. a -0.012" n\a n\a 15 22-06-00 Span/Depth -14.3 3 ' %Allow %Allow Bearing Supports Dim.(Lx" Value Support Member Material B1 Wall/Plate 3-1/2"x 3-1/2" 0 Ibs n\a n\a Unspecified B1 Uplift - , v , 2329lbs B2 Wall/Plate `-'3-1/2"x 3-1/2" 3941 Ibs n\a 42.9% Unspecified B3 Wall/Plate 371/2"x 3.1/2" 2566 lbs n\a 27.9% Unspecified B4 -Wall/Plate 371/2"xi3-1/2" 1071 lbs n\a 11.7% Unspecified Cautions qnr. Uplift of-2329 Ibs found at bearing.B1. For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge, load. i Balsecascade lwsoozae Double 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP. Mulsecaste& RB05(Roof Beam) , BC CALCO Member Report Dry 4 spans I R cant. . January 20,2020 11:49:12 Build 7295 Job name: The Bradley Bunk House File name: Kendall_Welch 48 Magnolia(1) Address: 48 Magnolia Description: porch header City, State,Zip: Centerville, MA Specifier: Builder: Kendall and Welch Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. , Design meets arbitrary(1")Maximum Total load deflection criteria. Design meets arbitrary(1")Cantilever Maximum Total load deflection criteria. Calculations assume member is fully braced.. BC CALCO analysis is based on IBC 2015. Design based on Dry Service Condition. Cantilevers recuire sheathed bottom flanges,blocking at cantilever support and closure at ends. t Connection Diagram: Full Length of Member ' +r�l b d a minimum=2" c=5-1/2" b minimum=4" d =24" e minimum= 1" All FastenMaster screws may be installed from_one side of multiply Versa-Lam beams. Connectors are: FMFL312 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALCO,BC FRAMER@,AJS1m, ALLJOIST@,BC RIM BOARD-,BCI@, BOISE GLULAM-,BC FloorValue@, VERSA-LAM@,VERSA-RIM PLUS®, 06ol3eCascode Single 11-7/8" AJS® 20 ®Boise Coscade J01 (Joist) BC CALC®Member Report Dry 11 span No cant. 116 OCS I Repetitive I Glued&nailed January 17,2020 15:36:22 Build 7295 Job name: The Bradley Bunk House File name: Kendall Welch 48 Magnolia Address: 48 Magnolia Description: TYPICAL JOIST City, State,Zip: Centerville, MA Specifier: Builder: Kendall and Welch Designer: Joe Madera Code reports: ESR-1144 Company: Shepley Wood Products 1 18-11-00 B1 B2 Total Horizontal Product Length=18.11-00 Reaction Summary (Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,3-1/2" 504/0 126/0 B2, 3-1/2" 504/0 126/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft2) L 00-00-00 18-11-00 Top 40 10 16 Controls Summary Value %Allowable Duration Case Location Pos.Moment 2839 ft-Ibs 64.5% 100% 1 09-05-08 End Reaction 631 lbs 51.9% 100% 1 00-00-00 End Shear 611 Ibs 41.0% 100% 1 00-03-08 Total Load Deflection U548(0.404") 43.8% n\a 1 09-05-08 Live Load Deflection U685(0.323") 70.1% n\a 2 09-05-08 Max Defl. 0.404" 40.4% n\a 1 09-05-08 Span/Depth 18.7 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 2-1/2" 631 Ibs n\a 51.9% Unspecified B2 Wall/Plate 3-1/2"x 2-1/2" 631 Ibs n\a 51.9% Unspecified BC FloorValue®Summary BC FloorValue®: Subfloor: 3/4"OSB, Glue+Nail Minimum Enhanced Premium Subfloor Rating:Premium DISCIOSUre Controlling Location:09-05-08 Use of the Boise Cascade Software is subject to the terms of the End User Notes ` License Agreement(EULA). Design meets Code minimum U240 Total load deflection criteria. Completeness and accuracy of input g ( ) must be reviewed and verified by a Design meets User specified(U480)Live load deflection criteria. qualified engineer or other appropriate Design meets arbitrary(I")Maximum Total load deflection criteria. expert to assure its adequacy,prior to Calculations assume member is fully braced. anyone retying on such output as B analysis is based on IBC 2015. evidence of suitability for a particular C CALC®anal Y application.The output here is based on Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. building code-accepted design Design based on Dry Service Condition. properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTm, ALLJOIST®,BC RIM BOARD-,BCI@, BOISE GLULAMTm,BC FloorValue©, VERSA-LAM®,VERSA-RIM PLUS®, 0--- 4 n0 4 - y •`=. a r,a � qpsolseCascede Imacuaa • Double 1-3/4"'x 9-112"VERSA-LAM®2A 3100 SP Sawsecaicaft RB05'(Roof Beam)` BC CALCO Member Report Dry 4 spans I R'cant. January 20;2020 11:49:12 Build 7295 Job name: The Bradley Bunk House "t `` `i "?4' 'i ''File name: Kendall Welch 48 Magnolia(1)' ` Address: 48 Magnolia 'Description: porch header City, State,Zip: Centerville, MA '` ^ 'Specifier: Builder: Kendall and Welch ' ��'`i r =Designer: Joe Madera t " Code reports: ., , ,.ESR-1040 ` ' '. Company:, Shepley Wood.Products 12 2 o I I I I I. 01-02-08 11.04-00 ,R , OB-0MO �Y 01-02-06 B1 B2 t:1' t Bg r't�: , ._ .r. ,'l^ Total Horizontal Product Length=22-06-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live -' --Dead' - - -Snow- ~- -- Wind- -Roof Live` - B1,3-1/2" 0/1050 0/1279 B2,3-1/2" 1802/0 2138/0 B3,3-1/2" 1221 /0 1345/0 B4,3-1/2" 493/0 578/0 Load Summary Live Dead Snow, Wind. Roof .Tributary Live Tag Description Load Type ' Ref. Start End . Loc. 100%" 90% 115% 160% 125%" 0 Self-Weight Unf.Lin.(Ib/ft) L 00-00-00 22-06-00 Top 10 1 Standard Load Unf.Area(lb/ft2) L 00-00-00 22-06-00 Top 15 30 04-00-00 2 Unf.Area(lb/ft2) L 00-00-00 22-06-00 Top 10 '04-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 1432 ft-Ibs 8.9% 115% 13 07-00-05 Neg. Moment -2442 ft-Ibs 15.2%" r"' ' `f 115% 13 ''01-02-08- "".'. End Shear 2214 Ibs 30.5% 115% 13 01-01-00 ' Cont.Shear 2391 Ibs 32.9% 115% 13 00-03-04 Total Load Deflection U999(0.045") n\a n\a 13 07-00-05 Live Load Deflection U999(0.026") n\a n\a 21 07-02-03 Total Neg.Defl. 2xU1998(-0.012") n\a n\a 15 22-06-00 Max Defl. 0.045" n\a n\a 13 07-00-05 Cant.Max Defl. j 0.012" n\a n\a 15 22-06-00 Span/Depths . •7 47 14.3- . %Allow %"Allow Bearing Supports Dim.(L cW) Value Support Member Material B1 Wall/Plate. 3-1/2"x 3-1/2" 0 lbs n\a n\a Unspecified B1 Uplift - A 2329lbs B2 Wall/Plate 3-1/2"x 3-1/2" 3941 Ibs n\a 42.9% Unspecified B3 Wall/Plate 3,1/2°z 3A/2" 2566 Ibs n\a 27.9% Unspecified B4 Wall/Plate,., ,3-1/7.x`3-1/2" 1071 Ibs n\a 11.7% Unspecified Cautions. Uplift-of-2329 Ibs found at bearing B1. For'roof members with slope(1/4)/12 or less final design.must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. „ Dane 4 of 19 )Bol$eCascade ®wm« Double 1-3/4" x 9.1/2" VERSA-LAM®2.0 3100 SP. �ee1aecasosde ' RB05,(Roof Beam) vv�� BC CALC®Member Report Dry 4 spans I R cant. January 20,2020 11:49:12 Build 7295 Job name: The Bradley Bunk House File name: Kendall_Welch 48 Magnolia(1) Address: 48 Magnolia Description: porch header City,State,Zip: Centerville, MA Specifier: Builder: Kendall and Welch Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products, Notes ' Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design meets arbitrary(1")Cantilever Maximum Total load deflection criteria. - Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2015. Design based on Dry Service Condition. Cantilevers require sheathed bottom flanges, blocking at cantilever support and closure at ends. Connection Diagram: Full Length of Member ' b d a minimum=2" c=5-1/2" b minimum=4" d=24" e minimum= 1" All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMFL312 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). ` Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone`relying on such output as ' evidence of suitability for a particular ` application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in - w accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, ALLJOIST®,BC RIM BOARD-,BCI®, BOISE GLULAM1m,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, 7 ® - DATE(MM/DDIYYYY) ACORD CERTIFICATE OF LIABILITY.INSURANCE 02/11/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s), PRODUCER - - CONTACT, Suzanne Harrington MURRAY&MACDONALD INSURANCE SERVICES INC' n/Co"no Ext: (508)289-4170 F,C No: ADDRESS: sharrington@mmiSi.com 550 MACARTHUR BLVD INSURERS AFFORDING COVERAGE NAIC# BOURNE MA 02532 INSURERA: HARTFORD UNDERWRITERS INS CO 30104, INSURED INSURER B: - KENDALL&WELCH CONSTRUCTION INC INSURERC: . - - INSURER D: - PO BOX 490 INSURER E: OSTERVILLE MA 02655 INSURERF: COVERAGES CERTIFICATE NUMBER: 367024 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE.FOR THE POLICY PERIOD INDICATED. 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WHICH THIS - CERTIFICATE TYPE OF INSURANCE x COMMERCIAL GENERAL LIABILITY POLICYNUMBER OLiCYE P MM/DO1Yyyy MMIDD LIMITS CLAIM Q OCCUR EACH OCCURRENCE $ 1.1000,000 A — -- PREMISES Me $ 500;060 MPK9358X MED EXP(Any one e_c`nl GEN'L AGGREGATE LIMIT APPLIES PER: 11/16/18 11/16/19 PERSONAL&ADV INJURY 1,000,000 POLICY jERC LOC GENERAL AGGREGATE _000,000 OTHER: PRODUCTS-COMI IOP AGG AUTOMOBILE LIABILITY 2,000,000 ANYAUTO EeNlBI t G ELIMI $$ OWNED ) C SCHEDULED BODILY INJURY(Perpereon) $ AUTOS ONLY X AUTOS 07881343.4 -100,000 HIRED NON-OWNED O$/08/79 05/08/20 BODILY INJURY(Per accident) . AUTOS ONLY AUTOS ONLY 300,000 P ciderrtDAMAGE $ UMBRELLA LIAI3 100,000 OCCUR $ EXCESS LIAR CLAIMS-MADE EACH OCCURRENCE DED RETENTION$ AGGREGATE WORKERS COMPENSATION $ AND EMPLOYERS'LIABILnY $ ANY PROPRIETOR/PARTNER/EXECUTIVEY/N gPTA UiE ER B OFFICERIMEMBEREXCLUDRIE N/A If(Mandatory8, b NH) ER 07/23/19 07/23/20 E.L.EACH ACCIDENT $ 500,000 If yyees,descdbe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-F.q EMPLOYE :$. SOO O00 E.L.DISEASE-POLICY LIMIT $ 500'Ofl.O, DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(AOORD 101,Additional Remarks Schedule,maybe attached if more Space is required) CORPORATE OFFICERS HAVE ELECTED TO BE COVERED UNDER THEIR CURRENT WORKERS COMP POLICY ,".ERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE. THE EXPIRATION DATE THEREOF NOTICE WILL BE DELIVERED IN KENDALL AND WELCH CONSTRUCTION ACCORDANCE WITH THE POLICY PROVISIONS. 32 WIANNO AVE SUITE A5 OSTERVILLE MA 02655 UTNOREPRNTATI bookkeeperkandw®gmali.com, A ZED R ESE VE fax 508-428-4907 (CORD 25(2016103) The ACORD name and logo!are registered.mar©of ACORD 'CORD CORPORATION. Ail rights reserved. AC R FUCCREA-01 KALLIET CERTIFICATE OF LIABILITY INSURANCE 6/24/2019 DATE(MM/DD/YYY() THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pOlicy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may r this certificate does not confer rights to the certificate holder in,lieu of such endorsement(s). equire an endorsement. A statement on PRODUCER ;CONTACT Almeida&Carlson Insurance Agency,Inc PHONE PO Box 554 (A/C,No,Ext):(508)540-6161 ;FAX Falmouth,MA 02541 E-MAIL (A/C,No):(508)457-7660 • _ / !ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A:XS Brokers Insurance Agenc Inc. III NSURER8:Ace American Insurance CO Fuccillo Ready Mix Inc INSURER C: 548 Thomas Landers Rd — E Falmouth,MA 02536 INSURERD: !INSURER E: j INSURER F: ' COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCL AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.INSR, TYPE OF INSURANCE ADDLSUBR ' POLICY NUMBER POLICY EFF POLICY EXP A j X� COMMERCIAL.GENERAL LIABILITY � LIMITS 1'000 CLAIMS-MADE X OCCUR 'EACH OCCURRENCE $ ,00 ICS0245926005 11/30/2018 11/30/2019 DAMAGE TO RENTED I �PREMISES(Ea oc,,,ra„�P, i$ 100,00 MED EXP An one erson $ 5,00 i - PERSONAL&ADV INJURY !$ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: (GENERAL AGGREGATE $ 1,000,00 �! POLICY,; J JE� LOC OTHER: PRODUCTS-COMP/OPAGG I$ 1,000,000 AUTOMOBILE LIABILITY j COMBINED SINGLE LIMIT j _J ANY AUTO a accidenU $ I OWNED —j SCHEDULED '-BODILY INJURY Perperson) i$ AUTOS ONLY _!AUTOS p I HIRED ! ;NON-OWNED I _ i BODILY INJURY(Peraccident I$ —;AUTOS ONLY AUTOS ONLY ,PROPERTY AMAGE Per accident ;$ 'OCCUR i ! UMBRELLA LIAB ' '$ _ � ! EXCESS LIAB EACH OCCURRENCE . CLAIMS-MADE! $ DED RETENTION$ AGGREGATE B WORKERS COMPENSATION AND EMPLOYERS'LIABILITY PER OTH- Y/N STATUTE ;FR ANY PROPRIETOR/PARTNER/EXECUTIVE i$H14794 16/14/2019 ; 6/14/2020OFFICER/MEMBER ED? IN/AI(Mand N ' 500,000atory in E.L..EACH ACCIDENT $ If yes,describe under E.L.DISEASE-EA EMPLOYEES$ 500,000 i DESCRIPTION OF OPERATIONS below ! 500 U00 E.L.DISEASE-POLICY LIMIT I$ , ' I I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remart s Schedule,may be attached if more space is required) CERTIFICATE HOLDER LISTED AS ADDITIONAL INSURED CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Kendal 8,Welch G.L.&W.C.Attn:Catrina Welch THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Aa,- - ACORD 25(2016I03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD v THIS CERTIFICATE IS'ISSUED-AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THI CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIE BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT 0,ONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZE REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to th certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Karen Bernier NAME: Eastern Insurance Group LLC PHONE 774-213-0027 FAx 781-586-7704 A/C No: 233 West Central St nDOReSS:kbernier@easterninsurance.com INSURERS AFFORDING COVERAGE NAIC# Natick MA 01760 INSURED INSURERAMerchants Preferred Insurance INSURER B Merchants Insurance Group 23329 Rons Excavating Inc 81 Echo Road Unit #1 INSURER cINSURERD: Mash pee INSURER E: p MA 02 64 9 INSURER F COVERAGES CERTIFICATE NUM BER:2018 2019 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR TAPOLICYPERIOINDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TEXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN,MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL S BR LTR TYPE OF INSURANCE POLICY NUMBER MM/DDY/YYYY MM/DDY EXP LIMITX 'COMMERCIAL GENERAL LIABILITYEACH OCCURRENCE A CLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ 100,00 CMP9148246 5/1/2019 5/1/2020 MED EXP(Any one person) $ 5,00 PERSONAL&ADV INJURY $ 1,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 X POLICY❑PRO- JECT u LOC _ PRODUCTS-COMP/OPAGG A2,OTHER:AUTOMOBILE LIABILITYCOMBINED SINGLE LIMIT Ea accident13 ANY AUTO BODILY INJURY(Per person)AU OS X SCHEDULEDMCA7013915 8 16/2018 8/16/2019 BODILY INJURY Per accident AUTOS AUTOS / ( )XHIRED AUTOS XAUTOSNON-O NED PROPERTY DAMAGEAUTOS Per accident MEDICAL PAYMENTS $ 5,00( X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,00( B EXCESS LIAB CLAIMS-MADE AGGREGATE $ 1 000 00 DED X RETENTION - 10 000 CUP9147746 5/1/2019 5/1/2020 $ WORKERS COMPENSATION X PER X OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,00 OFFICERIMEMBER EXCLUDED? N/A B (Mandatory In NH) WCA9094537 5/1/2019 5/1/2020 E.L.DISEASE-EA EMPLOYE $ 1 000 00 If as,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1 000 00 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Rer arks Schedule,may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION catrina@kendallandweleh.co SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Kendall & Welch THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1,08 Parker Rd ACCORDANCE WITH THE POLICY PROVISIONS. Osterville, MA 02655 AUTHORIZED REPRESENTATIVE. John Koegel/KBERNI -- ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025/�nlanit l - I , - Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Con str0 t'1 §bpi visor f CS-070086 y E Aires: 11/21/2020 q DAMON L KENDALL+ • OMPASS`aRIVE � 48 Kf .� �• ' EAST FALMOUT,HnM>A'0253.6' � Commissioner 1 Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Ma&s'achusetts 02118 Home Improvement Contractor Registration Type: Partnership KENDALL&WELCH CONSTRUCTION Registration: 128405 P.O.BOX 490 Expiration: 04/05/2021 OSTERVILLE, MA 026.,55 d '9,y} S14S -OS/1 SCA 1 fa Update Address and Return Card. 20�Mrm7 00 ,10 �oirrino�tue�c�l�o�✓�a J c1el�• Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPEc Partnership Registration valid for individual use only s before the expiration date. If found return to: Registration Expiration Office of Consumer Affairs and Business Regulation =1 -8405 04/05/2021 1000 Washington Street -Suite 710 KEN DAL L&WEFGH_CQNSTRtJCT10N Boston,MA 02118 DAMONL.KEND` 54 KOMPASS DR..' ` '<; jIGG•� FALMOUTH,MA 02536Y Undersecretary Not valid without signature l The Commonwealth of Massachuselft Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers APPIicant Information ,,n Q Please Print Legibly Name(Business/OrganizELtimVIndividual): Cfltk Address• I DA pw ( e` , City/State/Zip: OS- Te /( l� ►�`fo' -Phone#• r 2 � OD Are you an employer?Check the appropriate pox: Type of project(required): 1.9 I am a employer with _ 4.- I am a general contractor and I 6. New construction employees(full and/or part-time).* have hired the sub-contractors J 2.El I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees These sees and worhavkers' g• Demolition workingfor me in ancapacity. employees and have workers' Y [No workers'com inc�rran p. ce comp.insurance.t 9. El Building addition ] 5. We are a corporation and its 10-❑Electrical repairs or additions required 3.El am a homeowner doing all work officers have exercised their 11.[1 Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance 1eguired•]t c. 152,§1(4),.and we have no employees.[No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hue outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy numlier. I am an employer that is providing workers'compensation insurance for my employees..Below is the policy and job site information. _ Insurance Company Name: ( �/� L� / Policy#or Self-ins.Lic•#: 6 5`o m,R 5-f?3 3 V 43 5 Expiration Date: ®Z 6, Job Site Address: I a Ci�fl �U ('����`'� City/State/Zip: r'V (�JJ Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby under the pains an, penalties of perjury that the information provided above is true and correct Si Phone#: ��r �'Z0 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct bindings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public-work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." t Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contactor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation innir nce. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be.sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Iavestiptions 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 wwwraaw.gov/dia Application Number........................................... Section 9- Construction Supervisor Name �A/Y� ��/ C Telephone umber !� 6 S Address Joe /g/`"tiel City �S �� 1 (�State Zip 6) z 4j"r License Number(:S��07 License Type CAS Expiration Date 2 Z oT_6.-) j s ContractorsEmail �. 1� I� /�a Cell # S -6 6,?G/ / I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature VOIY ?�'"' ' Date �J 17 2 v 2C) Section 10—Home Improvement Contractor Name_,04�t e)' l Telephone Number rj f 4'2',f q Address 10� LIV K& �1 City ( ��`�ilQ l State Zip �SS Registration Number Expiration Date Q�J I i 2 5 / 2--9 L 1 I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature P_� Date -7 Section 11 Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 1CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATI;�E Signature Date l 2c22_,c> Print Name 060aon Telephone Number 1_/ I? ®� E-mail permit to: DA(Ki24 enaq t11 a-,j twee` C'-. o cm, Last updated: 11/15/2018 r 7 i Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) Fire Department ❑ Conservation For commercial work please take your plans directly to theTre departmentfor approval. Section 13— Owner's Authorization i I, I—, J4 as Owner of the subject property hereby authorize ( G✓} w to act on my behalf, in all , matters relative to work uthorized by this building permit application for: PC. ,���� (Address of job) 114/1� `— -z-?—2 c� Si ature of Owne date Print Name d `' I F• f i Last updated: 11/15/2018 `o Town of Barnstable �E " 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-16-3066 Date Recieved: 10/18/2016 Job Location: 48 MAGNOLIA AVENUE,CENTERVILLE Permit For: Building-Sheet Metal-Residential Contractor's Name: Eric T Whiteley State Lic No: 15920 Address: Po Box 248, West Chatham, MA 026690248 Applicant Phone: (508)945-1100 (Home)Owner's Name: BURWICK,JERALD D TR Phone: (508)945-1100 (Home)Owner's Address: C/O LINDA BRADLEY,MEMBER, KINGSTON,NY 12401 Work.Description: Two new furnaces with three zones of heat and air conditioning and new duct work Total Value Of Work To Be Performed: $10,000.00 4, Structure Size: 0.00 0.00 0.00 Width Depth Total'kea f I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage.by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent.of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the . Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Eric Whiteley 10/18/2016 (508)945-1100 Applicant Date Telephone No. "Estimated Construction Costs/Permit Fees Total Project Cost : $10,000.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $85.00 10/18/2016 $85.00 , XXXX-XXXX-XXXX- Credit Card 3803 .................................. .............................................................................................................................. Total Permit Fee Paid: $85.00 �ti o4.,>r•-P..swk�a` ..Sa.«mci.. ,�....,...uwBa-Ae&� . . ,..:` KD:e,,,,..<wzi `� ...e..». TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Z Parcel 6/ 3 Application # c/ Health Division Date Issued Conservation'Division % p Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address �8 1nA&AJQL-1 R 46 Village Lf�ui,,-zyi l E Inn Owner V)9 LAC Address Telephone /r!�-L,6,V 8/�q Permit Request _ �U€W //I1g1,0019�, /� x 6 mina PQQ A y'Ai iqh ChAld Link. nyci . Py/ Sggr-Lr A.A4r AJtf &Z TV aE /rkST C1 • Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District fed-/ Flood Plain.A,—" ,X_A Groundwater Overlay Project Valuation - 760t 000 Construction Type Lot Size S 7r 600 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full 0 Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ i 1N0r PTize— Attached garage: ❑ existing ❑ new size —Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ TOWN OF BARNSTABLE Commercial ❑Yes $No If yes, site plan review# Current Use R25 inE,cs7?AL Proposed Use �E3•`G�N�`I A'L APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name &13E� 96br Telephone Number 9 ;�N663- �"i ZF6 Address %0. &2X License# C DYO/g 2 M/q- elftl Home Improvement Contractor# /®s®g`/ Email ���'fi��U/'►') Gr�ir� �cro1I. 60V Worker's Compensation #, GXQsB rl/�9 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO &We5 ��rsTC SIGNATURE DATE t � :1 n�� 1 ti FOR OFFICIAL USE ONLY .� APPLICATION # `C ` DATE ISSUED i MAP/PARCEL NO. ' s ADDRESS VILLAGE A OWNER ' E DATE OF INSPECTION: J 3 FOUNDATION FRAME INSULATION -FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ;. GAS: ROUGH FINAL FINAL BUILDING 0 03$ 4 DATE CLOSED OUT s I ASSOCIATION PLAN NO. t�» J Town of Barnstable Regulatory Services MIAM Richard V.SCA DbwWr Building Division. Paul Roma,Budding Commissioner 200 Main Street;Hyannis,MA 02601 WWW.town.barnstable,nmus Office: 508-9624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder: pis llvx s+ee 9 y g M"Wol i q Ave.L--C as Owner of the subject property hereby authorize_�Q S+VO Qt kO,i i�Pao lS ,(c. to act on my,behalf;. in all runets relative to work authorized by this building permit application for.' r Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all finial inspections are performed and accepted: S*aature of Owner C�(— Signature of Applicant fAg9jRD Q A-ve LLC_ Print Name Print Name Date Q:FORMS.OWNERPEX IISSIONM S • 0/ Office of Consumer Affairs and Business Regulation 10 Park Plaza.- Suite 5170 Boston,Massachusetts 02116 Home Improvement Contractor Registration Registration: 10M4 - Type: Private Corporation T - Expiration: 7/16I2016 Tr0 2627M CUSTOM QUALITY POOLS INC. Robert Bent • . Y 16 WYMAN ROAD . ....__ BILLERICA, MA 01821 Update Address and return card.Mark reason for change. Address [� Renewal Employment Lost Card f L Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR . License or t<on valid for individai use only. Registration 105084 TYP®: beftre the expiration dam. If bud return to: ti Expiraon:; 7116/2018 Private'Corporation Office Consumer Affairs and Business Regulation CUSTOM QUALITY P.QQLS lNG y. 10 Fark Plaza-Suite 5170 Boston,MA 02116 Robert Bent 61NNIS DR. BILLERICA,MA 01821 �si Undersecretary Not valid without Massa chusette-Department of Public Safety i Board of Building Regulations and Standards Construction Super%isi License:t84040192 s PO BOX 1031 BHJJM CA NIA=018� t 11 el �,►,��� Expiration Commissioner 011101=7 laveal€harlrtese J wwm mas3a vv1&a . Cam nd a�a Ln.wmce , App�ic�#Iufn�saffn Please Plint Epp •14lsme ?6® Addve r Zlf7/S . Pal wE o 10 Ph=g--. 7 ,•64 -82-96 Are you as employer?C&ecktheapprapriate;ba=._".: .. . ' Type Ofprojea(r ) L�J I�a emploges ��' 4. Q I am a waima cmtwtm and I C�. 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THIS CERTIFICATE OF INSURANCE DOES NOT CONSTTTtPTE A REPRESNTATIVE OR PRODUCER.AND THE CERTIFICATE HOt,�t CONTRACT �TWEEN THE,{$9Ut!!o �BURE�B� A1lTftQR IMPORTANT: If 01s cMltkat)e hotdor is an ADDITIONAL INSURED,the poNcy(ss)must be endorsed. R SUBROGATION 15 WAIVED,ad000d m the tsm�a and condillms of the pDBcy,owbb polldw may regWm an end t.oroeamo A statemod on thb emdBeste does not contDr rWft tD the certlficate hoiden In Neu of such s PRODUM �uzrn= Eastem states Insurance S� asPrs pet 781.642 781-47-3ti70 Waltham,MA MU AFaaonDsra�Rrua>= "AICs aiaur� :A IImumma 13U olou� P.NdWn O.O.Bolt.Poom,hrc. RM.n=a:Union hlau�ance CoMpaft BII ,MA 01821 • stausasmc Gral�fe Statba bla.Co-ChnrUa D: INSUl lEa E: DMUFMF- COVERAGES CERTIFICATi:NUMBER: REVI8IMIN NUMBER: THIS IS TO CERTIFY THAT INE POLICM OF.t URANCE U$TED BELOW HAVE BEM.ISSUED TO THE INSURED WSW ABOVE F40R THE POLICY PERIOD NOTWITHSTANDINGINDICATED. NOTWITHSTAND ANY RECUIRE�iT,TER M OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CBMFICATE MAyrBE ISSUED OR MAY PERTAR.THE INSR7RANCE.AFFORDED BY THE-POLICIES DESCRIBED HEREIN. IS.SUBJECr TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.. Toemmioummplwmw Uwe A X coovrlEacuu sENWALLIABIL r EACHOCCLOIJUNCE s 1,00 .00 MAa Cx J oo� A0328M .1a o�nals o�1r�1� EB o � i _ so loo I aa► ar xenon : i0,00 IO Pvjts NALaAMftA W i GI9&AGGF*G►TELbffAPPMFez: cDER&AWNS S 2,M%0010 Foucv D,� I- .Q LIDG PROMICM-COMMP Am, s 2,QOO,OO IG a AWOMME uAeam' s. 1,�0.0(is .. 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Fits any standard Gate Needs Spring Closer to self-close and latch GATE FRAME 1 3/8"or 1 5/8"O.D.GATE POST 1 3/8",2", 2 1/2",or 3"O.D.?Easy to install,even on existing gates?Will allow gate to swing both ways?Can be padlocked from either 1 side?Self-latching with spring hinges?Made from high impact plastic.Model "AI 3R3on FPat+�rPc F-ri,rn Install on all standard gates,even on existing gates Meets Pool Codes.Will allow gate to swing both ways Keyed at easy.45 degree convenient angle Self-latching with spring closers(See picture below)QL/GC 1101 available in our store.Fits Round Gate i =•-= =- Frame 1-3/8"X 3"Post.Works with Gate Spring Closer 1-3/8"X 3" 1 With your purchase,you will receive a 3-its-I Guarantee at no cost. ?z i Purchase Guarantee •ID Theft Protection • Lowest Price Guarantee) i Corporate names&trademarks mentioned herein are the property of their respective companies. 1 ! t , http://www.righttoolusa.com/p/Auto-Pbol-Latch-1-3-8-X-3-For-Chain-Link-Fence-Gate-9020014.html?gclid=ClbztuL3hrYCFUVN4AodMzYA* Page loft NOV/03/2016/THU 04: 11 PM FAX No, P, 002 DOC: 1 P 307 r 714 1 1-03-2016 3 v d7 k BARNSTABLE LANI? COURT REGISTRY x i Town of Barnstable i s Zoning Board of Appeals Decision and Notice Special Permit 2016.032-48 Magnolia Avenue I.I.C. Modification of Special Permit No. 201 S-020 Section 240.91 H(3)-Nonconforming Lots-Developed Lot Protection To allow the construction of d pool and deck expansion on a dwelling with nonconforming front setbacks l Summary: Granted with Conditions - i Applicant: 48 Magnolia Avenue LLC , Property Address. 48 Magnolia Avenue,Centerville,MA, Assessor's Map/Parcel: 225/035,225/011 Zoning: Residence D-1 District , Hearing Date: September 28, 2016 Recording Information: Certificate No.208660 Lots 1 .&2 - Land Court Plan: 15774-8 I Background 4 , 48 Magnolia Avenue LLC is seeking a modification of Special Permit No. 2016,b 0 to allow the construction of a pool and expanded deck at 48 Magnolia Avenue. Special P_®rinit No. 2015-� 020 was granted on May 25, 2016 and allowed the demolition of the existing dwel[Ing and theme , construction of a new dwelling,, attached garage, and sports court. . Condition No. 5 ofthat permit prohibits further expansion of the structure or the addition of accessory structures without the Board's consent. ' The subject property Is a combination of two parcels located on the corner of Magnolia AA,venu€� and Newland Street in West Hyannisport (Centerville Village) and located on Nantucket Sound. The site is currently accessed from Newland Street and Magnolia Avenue is a dead-end street off Newland Street. The owners recently purchased both parcels and combined the lots into-. one single lot,of approArnately 15,146 square feet with 37,600 square feet of upland. The applicant has proceeded with the allowed demolition of the existing dwelling and the new dwelling is under construction. Procedural 8. Hearing Summary Special Permit Application No. 2016-032 for the tnodification of Special Permit No. 2016-020 to allow the construction of a.pool and expanded deck was filed at the-Town Clerk's office and offices of the Zoning Board of Appeals on September 6, 2016. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in,accordance with MGL Chapter 40A. The hearing was opened on September 28, 2016. at which time the Board found to grant the special permit subject to conditions. Board Members. deciding this appeal were Brian Florence, David A. Hirsch, Robin Young, Matthew Levesque, and Jacob Dewey. , Attorney Albert Schulz represented the Applicant, 48 Magnolia Avenue LL.C, before the Board. Attorney Schulz presented the proposal and stated the project meets the setback requirements. Also present were Linda Bradley of 48 Magnolia Avenue LL.0 and Engineer Chuck Roland. The Board Chair requested public comment and no one spoke. . � p I NOV/03/2016/THU 04: 11 PM FAX No, P, 003 Town of Bamstable Growth Management Department Decision' Special Permit No.2016-032-48 Magnolia Avenue LLC Findings of Fact At the hearing on September 28, 2016, the Board unanimously made the following findings of fact in Special Permit Application No. 2016-032,for the modification of Special Permit No. 2016- 020 to allow the construction of a pool and.expanded deck: 1. 48 Magnolia Avenue LLC has applied for a Special Permit pursuant to Section 240-91 H(3) Nonconforming Lots—Developed Lot Protection. The Applicant is proposing the C modification of Special Permit No. 2016-020 Condition No. 5 to allow the construction of a pool and expanded deck at 48 Magnolia Avenue, Centerville, MA as shown on Assessors Map 225 as Parcels 011 and 035. 2. Section 240-91(H)(3)allows for the complete demolition and rebuilding of a residence on a nonconforming lot by Special Permit where the. setback of the proposed dwelling does,not conform to current requirements, but where,the setbacks are equal or greater than the setback of the existing dwelling. 3. Site Plan Review is not required for single--family residential dwellings. t 4. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. 5. The proposed floor-area ratio Is 18%; the maximum permissible FAR is 30%. 6. The proposed lot coverage is 15.1%; the maximum permissible coverage is 20%. 7. The proposed building height is approximately 25 feet 4 inches to top of plate and 31 feet 1.1 inches to top of ridge;the maximum permissible building height is 30 feet to the highest r plate and 2 Y2 stories. 8. The proposed new dwelling would not be substantially more detrimental to the neighborhood than the existing dwelling. The proposed dwelling will be located no closer to the street than the previous dwelling. The proposed dwelling will be in keeping.with the neighborhood'and will be an improvement to the property. The vote to accept the findings was: AYE: Brian Florence,David A. Hirsch, Robin Young, Matthew Levesque, and Jacob Dewey , NAY: None Decision 1. Special Permit No. 2016-032 is granted to 48 Magnolia Avenue LLC for the modification of Special Permit No. 2016-020 for the construction of an 18 foot by 36 foot pool and a 617 square foot deck expansion at 48 Magnolia Avenue, Centerville. 2. The site development shall be constructed in substantial conformance with the plan entitled l' "Site Plan Improvements at 48 Magnolia Avenue"dated November 10, 2015 with a last revision date of September 1, 2016, drawn and stamped by Sullivan.Engineering and . Consulting. 3. The total lot coverage of all structures and the pool on the lot shall not exceed 15.1% and the floor-area ratio shall not exceed 18%. 4. The proposed redevelopment shall represent full build-out of the lot. Further expansion off the dwelling or construction of additional accessory structures is prohibited without prior approval from the Board. . 5. All mechanical equipment associated with the dwelling and pool (air conditioners, electric generators, etc.)shall be screened from neighboring homes and the public right-of-way. y. E NOV/03/2016/THU 04: 12 PM FAX No, P. 004 Town of BQrriVable Growth Management Deportment Decision Special Permit No.2016-032-48 Magnolia Avenue LLCy.. 6. The decision shall be recorded at the Bamstable County Registry of Deeds and copies of i the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance building permit. The rights authorized by this special permit must be exercised within two years, unless extended. q 7. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of ! the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance building permit. The rights authorized by this special permit must be exercised within two years,'unless extended. The vote was: AYE: Brian Florence, David A. Hirsch, Robin Young,.Matthow Levesque, and Jacob � Dewey NAY:None Ordered f Special Permit No. 2016-032 for the modification of Special Permit No. 2016-020 to allow the constructlon of a pool and expanded deck has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the zoning Board of Appeals Office. The relief authorized by this decision must be exercised Within two years unless extended. Appeals of this decision, if any, shall be made pursuant to MGL.Chapter 40A, Section 17, within twenty(20)days after the date of the filing of this decision, a copy of which must be filed In the.office of the Barnstable Town Clerk. Brian Florence hair Date Signe Ann Quirk, f Q rk, Clark o the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20)days have elapsed since the Zoning Board of Appeals tiled this decision and that no appeal of the decision has been file in the office of the Town Clerk. t Signed and sealed this C day of under the pains and penalties i of perjury. Ann Quirk, Town Clerk W• /0° �5• k � �C • .460 P i Ed►+`�� �rN�rt► s NOV/03/2016/THU 04: 12 PM. FAX No, P, 005 rown 6f Barnstable t b Assessing Division ! ►�� ,, 361 Main Street,Hyannis MA 02601 www.town.barnstable.ma,us- Oifilce: 508-8624022 Jeffery A.Rudiiak,KAA s FAX: 50&8624722 Director of Assessing ' P ABUrrfN UST CERTIFICATION May 9, 2016 RE: Adjacent Abutters List For.Parcel(s) 225-035, 225-011 48 Magnolia Avenue Centerville, MA. 02632 y As requested, I hereby certify the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. Board of Assessors Town of Bamstable r h r ' t: NOV/03/2016/THU 04: 12 PM FAX No, P, 006 AbutterReport Page 1 of 2 Zoning Board of Appeals (ZBA) Abutter. List.for Map & Parcel(s): '225035',r'225011' . Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters.Notification of all properties within 300 feet ring of the subject lot. Total Count: 25 ® Close Map&Parcel Owners OwnerZ Addre6ai Address x Mailing CountryCountry be 225006 BARNSTABLE, 367 MAIN STREET HYANNIS,MA C5! TOWN OF(BCH) 02601 22500S SEIDNER, STEFAN STEFAN SEIDNER• 19 MAGNOLIA CENTERVILLE, 29: TR REVOC TR AGMT 'AVENUE MA 02632 KURKER WAYNE G WAYNE G& 779 CRAIGVILLE WEST 225009 MARGARET.F KURKER HYANNISPORT 281 14 MARGARET F TRS BEACH ROAD ' I REV TRUSTS MA 02672 DUFFY,ARTHUR X& CANTON MA 2Z5010 60 EAGLE DRIVE 27E KATHLEEN C 02021 I 225011 BURWICK,)ERALD 9/948 MAGNOLIA C/O SCHULZ LAW , 7 PARKER ROAD OSTERVILLE,MA. Cl( D TR AVENUE LLC OFFICES LLC 02655 �I 225012 FALKENHAM,USA K 3 BAYBERRY LA DERRY,NH 171 f 03038 11 DAVID,STEPHEN T MAGNOLIA AVE 30 EASTEROOK DEDHAM MA 225013 TR REALTY TRUST RD.,SUITE 203 02026-2085 27� I 225014 FALKENHAM,USA K 3 BAYBERRY LA DERRY,NH 17i ' 03038 KURKE9t, EDWARD C/O HYANNIS HYANNIS MA t 225015 MARINA 1 WILLOW STREET 02601. 11: S 225015 LARGAY-DEAN, VINCENTT JR;PAUL'& 135 RAIL TREE HILL WOODBURY,CT 10: SUSAN&LARGAY ANNE E RD - 06798 225017 LIGUORI, KEARSARGE AVE i5 PROCTOR ROAD CHELMSFORD, 25; ELIZABETH A TR REALTY TRUST _ MA 01824 WINN,JOSEPH L TR JOSEPH L&GAIL A 3 IONAS STONE + LEXINGTON, MA , 225018001 29; &WINN,GAIL A TR WINN REV TR CIRCLE 02420-2136 LARGAY,VINCENT B LARGAY,V B JR&P&A 135 RAIL TREE HILL WOODBURY Cf e ZZ5018002 ' S5. &ANN M& E&DEQN,SL RD - 06798 , ,•° PENDERGAST • ' ., d 225029 PENDERGAST,)OHN MAGNOLIA AVE P O BOX 576 CENTERVILLE:' Cll J JR&ANN D TRS" TRUST MA 02632 PENDERGAST,JOHN PENDERGAST CENTERVILLE 225032 MAGNOLIA AVE P 0 BOX 576. ' C11 4 ])R&ANN DIRS. TRUST ? MA 02632 ATSALIS,SILAS J& WEST 225034 , DANETTE PO BOX 449 HYANNISPORT, Cl: MA 02672 BURWICK,)ERALD %48 MAGNOLIA UO SCHULZ LAW OSTERVILLE, MA 225035 7 PARKER ROAD Cl( D TR a: AVENUE LLC ' OFFICES LLC 02655 K KURKER,WAYNE G WAYNE G& 779 CRAIGVIL.LE &MARGARET F TRS BEACH ROAD WEST 226141 MARGARET F KUPKER HYANNISPORT, 281 MA 02672 REV TRUSTS ' . _ 1 SEIDNER,STEFAN STEFAN SEIDNER ' 19 MAGNOLIA } CENTERVILLE, 22614Z Tk REVOC TR AGMT AVENUE MA 02632 29: SEIDNER,STEFAN STEFAN SEIDNER 19 MAGNOLIA CENTERVILLE,226143 TR REVOC TR AGMT AVENUE MA 02632 29: http;//66.203.95.236/arcims/appgeoapp/AbutterReporLaspx?type=2BA 5/2/2016 NOV/03/2016/THU 04: 12 PM FAX No, P, 007 AbutterReport Page 2 I of 2 DUFFY,ARTHUR X& CANTON, MA 22614jF KATHLEEN C 60 EAGI�DRIVE02021 271 HYLAND,G ARTHUR WEST 226145 PO BOX 53B HYANNISPORT, 21: i? JP-&SUSAN B MA 02672 KURKER,DOLORES C/0 HYANNIS HYANNIS MA 226146001 A&EDWARD& , MARINA 1 WILLOW STREET 02601 11: WAYNE G 226146003 KURKER, EDWARD C/O HYANNIS 1 WILLOW STREET HYANNIS,MA TR MARINA 02601 Li KURKER,EDWARD C/O HYANNIS HYANNIS MA 226146004 TR MARINA 1 WILLOW STREET 02601 11: k This Ilst by Itself does NOT constltuta a certified but of abutters and Is provided only as an aid to the determination of abutters.If a certified W of abutters is reaulred,contact the Assessir g Division to have this list certI led.The owner and address data on tltis list is from the Town of Barnstable Assessor's database as of 5=018. f - tr f Ea 1: http://66.203.95.236/arcims/appgeoapp/AbtxtterReport.aSpx?rype=ZBA 5/2/2016 NOV/03/2016/THU 04: 13 PM FAX No, P, 008 m Nla � w ❑7 R n�', '� � 'y\1t1.\`G= Y' \tt tr•y\�'��\� t .ts• 't�`,��• :':'�;:,�., ••� _ �:���[l\\ �rj,�.'�`�,�,'.\�;��l}y,„ \vp� t`\\Y):`i'4,,\ 44 t��t�i�. <S •W�G',•�ib'i.'•`�::ti.';�i: �I� � ��'7�.� CV\A•'C'C•ttV:'2\t;�'`4�., tY \ t v•,.,.� ,t T �\y.'.• ♦�,..�\r��. 1:�+i• 'e !t. :\rj } 'te�;• i "l�'\•d�. 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Maln,'strPek ci "r1�e2sMs4�;; 0 ,-:�-•F;,; Oc25"may be tettlawed of Bd�•Wlore r-of. -• , ; Ptut6snd�P peals OtGt�,Orov+t(t "z +ing ao+{�arti ofiipPaelsy peparthezffft Board k®riJum'0Wm%2D0 =The Bamstap(cRaniet�:. •'•:",�� , 1M SnK HYMIX MA 6ePtexpher s and sweernb�r.1 e,.za t a- Bow Rcmrtm Chap' 6cwd of Appeals . . ' i - . TTIe Barttstable Palrbl - • ` September 9 and SgPtentmr 16.2016 BARNSTABLE CO UNTY , REGISTRY OF DEEDS A TRUE COPY,ATTEST , JOHN F.MEADE.REGISTER BARNSTABLE REGISTRY of DEEDS � John F. Meade, Regleter /03/2016/THU 04. 11 PM FAX No, P. 001 SCHULZ LAW OFFICES,LLC WILLIAM CRARLES PLACE 7 PARKER ROAD OSTERVILLE,MA 02655 Ph. (508)428-0950 F.(508)420-1536 ` A.LBERT J.SCHULZ MICHAEL F.SCHULZ aschulzz&chulziawoffices.com mschu1Z(&,schu1212w0f11M.c0m FACSIMILE COVER SHEET , DATE: November 3,2016 TO: Building Dept. Attention: Brenda FACSIMILE: 508-790-6230 FROM: Schulz Law Offices, LLC ,, NO. OF PACES (including this cover sheet): 9 RE: 48 Magnolia,-Ave. recorded Modification of Special Permit No. 20r6 020 F Our File No.23301 COMMENTS: Attached please find the Special Permit registered as iocuim&-�n--t*e No. 1,307,714 in Barnstable County Registry of Deeds. The gentleman installing the pool needed this document in place before he could obtain his permit. Any questions, please call Thank you, Jill Legal Assistant to Schulz Law Offices, LLC CONFIDENTIALITY NOTICE: The information contained in thisfacsimile message and any attachment is confidential information intended for the individual to whom it is ° addressed. If you are not the intended recipient,you are hereby notified that the disclosure,.dissemination or copying of this communication is strictly prohibited., If you have received this communication in error,please immediately notify us by telephone and_ return the original message to us via the U.S. Mail. Thank you.. k v .l "� K� S {/�— " � r `_•., v' -'3.`...rw-,�„alrrr7'4L`K,.E"C._�Ay§�y TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2-2- Parcel 0/1 Application # �rl� ' Health Division - � Q,�3� 2)o NDate Issued 2�/ / 1 Conservation Division App lication'Fee Planning Dept � -= `�`����� �' O Permit Fe �I Date Definitive Plan Approved by Planning Board � `4� ~ p� Historic - OKH _ Preservation / Hyannis '" 1 Project Street Addressiv 6140LI,q odve S Village . l � Owner G K Address Z_ 1f & MAA01'^AV 9'/M51-oe YJ1 r Telephone Li�J� I'Aa 1�` d_Vt col Permit Request _9i G(r eV r t749 lVzfW v4,�� 'Tb 77�ep H S 6!�Ll S' Square feet: 1 st floor: existing proposed 2nd floor: existin �/p posed Total new Zoning District r4�I 0- Flood Plain fi Groundwater Overlay Project Valuation / 2.0 b Poo Construction Type '��' 1 '-�Lot Size _ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. ® Dwelling Type: Single Family lWo Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes )4 No On Old King's Highway: ❑Yes '4 No Basement Type: Full Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) � Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing 5 new Total Room Count (not including baths): existing new �� First Floor Room Count 5— Heat Type and Fuel: `dGas ❑ Oil ❑ Electric ❑ Other Central Air: *Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing Xnew size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ -Appeal # Recorded ❑ Commercial ❑Yes PNo If yes, site plan review# &TV'i Current Use &9,T-fld Proposed Use �e��� ei I(e;r� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) ' keJ)A(( 0L,1 j �'Name UJ e 1C L. c®nS'l Telephone Number2 � , � , C Address �L of License # CS ®F)? lay 1 S ((e 0 0 2-6 s Home Improvement Contractor# Email gran l C a Worker's Compensation # 656 !( Jo G/351b ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ,S (.,Va L, V.e q,1 69 -F&A SIGNATURE / DATE FOR OFFICIAL USE ONLY APPLICATION # \DATE ISSUED MAP/PARCEL NO. 4 ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ' ASSOCIATION PLAN NO. Doc 0 1 s 297 r 374 06-23-2016 1 1 v 23 BARNSTABLE LAND COURT REGISTRY i C , Town of Barnstable Zoning Board of Appeals Decision and Notice Special Permit 2016-020—48 Magnolia Avenue LLC Section 240-91 H(3)— Nonconforming Lots-Developed Lot Protection To allow demolition of the existing dwelling and construction of anew dwelling with nonconforming setbacks Summary: Granted with Conditions Applicant: 48 Magnolia Avenue LLC Property Address: 48 Magnolia Avenue, Centerville, MA Assessor's Map/Parcel: ' 225/035, 225/011 Zoning: Residence D-1 District Hearing Date: May 25, 2016 - ' Recording Information: Certificate No. 208660 Lots 1,& 2 Land Court Plan: 15774-B Background 48 Magnolia Avenue LLC sought a Special Permit to allow the demolition of the existing dwelling and the construction of a new dwelling, attached garage, and sports court at 48 Magnolia Avenue (formerly addressed as 32 and 34). The subject property is a combination of two parcels located on the corner of Magnolia Avenue and Newland Street in West Hyannisport (Centerville Village) and located on Nantucket Sound. The ' owners recently purchased both parcels and intend to combine the two into one single lot of approximately 75,146 square feet with 37,600 square feet of upland. The site is currently accessed from Newland Street and Magnolia Avenue is a dead-end street off Newland Street. Parcel 035 is improved with a one story garage and parcel 011 is improved with a single family dwelling. It appears both lots have been in the same ownership and used as a single lot since at least 1975. ., _ According to the Assessors records, parcel 011 contains an existing 1,846 square foot 1 story dwelling, constructed in 1975 with 4 bedrooms, and parcel 035 contains an existing garage. The existing dwelling is nonconforming with a front yard setback of 21.2 feet from Magnolia Avenue where 30 feet is required in the Residence D-1 Zoning District. The existing garage is also nonconforming as to front yard setbacks on Newland Street but there is no change proposed for this structure. The Applicant is proposing to completely demolish the existing 1,845 square foot dwelling and construct a new 4,463 square foot eight bedroom, single-family dwelling, attached garage, and sports court. The existing dwelling has a'front yard setback of 21.2 feet from Magnolia Avenue where 30 feet is required in the Residence D-1 Zoning District. The proposed dwelling will have a front yard setback of 21.4 feet thereby improving the encroachment into the required setback. Procedural & Hearing Summary Special Permit Application No. 2016-020 for the demolition and'construction of a dwelling on a nonconforming lot, not conforming to current setback requirements, was filed at the Town Clerk's . office and office of the Zoning Board of Appeals on May 3, 2016. A public hearing--before.the Zoning Board of Appeals was duly advertised and notice sent to all abutters and interested parties in accordance with MGL Chapter 40A. The hearing was opened on May 25, 2016 at which time the Board found to grant the,special permit subject to conditions. Board Members deciding this appeal were Alex Rodolakis, David A. Hirsch, Robin Young, Matthew Levesque, and "Jacob Dewey. Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No. 2016-020-48 Magnolia Avenue LLC Attorney Albert Schulz represented the Applicant, 48 Magnolia Avenue LLC, before the Board. Attorney Schulz presented the proposal and stated the Applicants will be improving the encroachment by removing the structure from the.front yard and moving it slightly further from Magnolia Avenue. The Board Vice Chair requested public-comment and no one spoke. Findings of Fact At the hearing on May 25, 2016, the Board unanimously made the following findings of fact in Special Permit Application No. 2016-020, a request to demolish and construct a single-family dwelling: 1. 48 Magnolia Avenue LLC has applied for a Special Permit pursuant to Section 240-91 H(3) Nonconforming Lots— Developed Lot Protection. The Applicant is proposing to demolish an existing 1,845 gross square foot dwelling and construct a new 4,463 square foot dwelling with attached garage,and sports court at 48 Magnolia Avenue, Centerville, MA as shown on Assessors Map 225 as Parcels 011 and 035. 2. Section 240-91(H)(3)allows-for the complete demolition and rebuilding of a residence on a nonconforming lot by Special Permit where the setback of the proposed dwelling does not conform to current requirements, but where the setbacks are equal or greater than the setback of the existing dwelling. 3. Site Plan Review is not required for single-family residential dwellings. 4. After an evaluation of all the evidence presented, the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. 5. The proposed floor-area ratio is 18%; the maximum permissible FAR is 30%. 6. The proposed lot coverage is 13.5%; the maximum permissible coverage is 20%. 7. The proposed building height is approximately 25 feet 4 inches to top of plate and 31 feet 11 inches to top of ridge; the maximum permissible building height is 30 feet to the highest plate and 2 '/z stories. 8.. The proposed new dwelling would not be substantially more detrimental to the neighborhood than the existing dwelling. The proposed dwelling will be located no closer to the street than the previous dwelling. The proposed dwelling will be in keeping with the neighborhood and will be an improvement to the property. The vote to accept the findings was: AYE: Alex Rodolakis, David A. Hirsch, Robin Young, Matthew Levesque and Jacob Dewey NAY: None Decision 1.. Special Permit No. 2016-020 is granted to 48 Magnolia Avenue LLC'for the demolition of an existing dwelling and construction of a 4,463 square foot dwelling, attached garage and sports court at 48 Magnolia Avenue, Centerville. 2. The site development shall be constructed in substantial conformance with the plan entitled "Site Plan Improvements at 48 Magnolia Avenue" dated'November 10, 2015 with a last revision date Of April 29, 2016, drawn and stamped by Sullivan Engineering and Consulting; and the floor plans and elevations dated March 24, 2016 by Northside Design Associates with the only revision being the first floor elevation is 17.5 on sheet A4. . 3 :"The total lot coverage of all structures on the lot shall not exceed 13.5% and the floor-area ratio shall not exceed 18% without prior approval from the Board. 2 Town of Barnstable Zoning Board of Appeals-Decision and Notice Special Permit No. 2016-020-48 Magnolia Avenue LLC !4.- The Applicant may renovate the existing garage, located within the required setback from t Newland Street, after obtaining necessary building permits; but-any proposed.expansion of the garage structure shall require prior approval from the Board. 5. The proposed redevelopment shall represent full build-out of the lot. Further expansion of the dwelling or construction of additional accessory structures is prohibited without prior approval from the Board. 6. All mechanical equipment associated with the dwelling (air conditioners, electric generators, etc.) shall be screened from neighboring homes and the public right-of-way. 7. The decision shall be recorded at the Barnstable County Registry of Deeds and copies of the recorded decision shall be submitted to the Zoning Board of Appeals Office and the Building Division prior to issuance building permit. The rights authorized by this special-permit must be exercised within two years, unless extended.- The vote was: AYE: Alex Rodolakis, David A. Hirsch, Robin Young, Matthew Levesque and Jacob Dewey NAY: None Ordered Special Permit No. 2016-020 to demolish and construct a dwelling within the required front yard setback, but located no closer to the street than the previous dwelling has been granted subject to conditions. This decision must be recorded at the Barnstable Registry of Deeds for if to be in effect and notice of that recording submitted to the.Zoning Board of Appeals Office. The relief authorized by this decision must be exercised within two years unless extended. Appeals of this decision, if any, shall made pursuant to MGL Chapter 40A, Section 17, within twenty(20) days after the date of th filin of t is decision, a copy of which must be filed in the office of the Barnstable Town Clerk. x odolakis, Acting Chair Date Signed I, Ann Quirk, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been fijed in the office of the Town Clerk. Signed and sealed this` day of_�1u/1� under the pains and penalties of perjury. �G.G�•-ems, ' Ann Quirk, Town Clerk V. •.• 16 Vi05 rown of Barnstable Assessing Division EDMP��`� 367 Main Street,Hyannis MA 02601 www.town.barnstable.ma.us Office: 508-862-4022 t Jeffery A.Rudziak,MAA FAX: 508-862-4722 Director of Assessing ABUTTERS LIST CERTIFICATION May 9, 2016 RE: _. Adjacent Abutters List For Parcel(s) : 225-035, 225-011 48 Magnolia Avenue v Centerville, MA. 02632 As requested, I hereby certify-the names and addresses as submitted on the attached sheet(s) as required under Chapter 40A, Section 11 of the Massachusetts General Laws for the above referenced parcels as they appear on the most recent tax list with mailing addresses supplied. _ _ , .�jh.�j 1.%•--�..•-.''-- - ; ��- Board of Assessors Town of Barnstable F f AbutterReport Page 1 of 2 L. Zoning Board of Appeals (ZBA) Abutter List for. Map & Parcel(s): '225035'1,'225011' Parties of interest are those directly opposite subject lot on any public or private street or way and abutters to abutters. Notification of all properties within 300 feet ring of the subject lot. Total Count: 25 a Close Map&Parcel Owneri Owner2 Addressi Address 2 MailingCityStateZip Country De 225006 BARNSTABLE, 367 MAIN STREET` HYANNIS, MA. C5'. TOWN OF(BCH) 02601 225008 SEIDNER, STEFAN STEFAN SEIDNER 19 MAGNOLIA CENTERVILLE, 29; TR REVOC TR AGMT AVENUE MA 02632 WAYNE G& WEST KURKER, WAYNE'G 779 CRAIGVILLE 225009 &MARGARET F TRS MARGARET.F KURKER BEACH ROAD HYANNISPORT, 28f -• . - REV TRUSTS MA 02672 225010 DUFFY,ARTHUR X& 60 EAGLE DRIVE CANTON, MA 271 KATHLEEN C 02021 BURWICK,JERALD" %48 MAGNOLIA C/O SCHULZ LAW" OSTERVILLE, MA 225011 D TR AVENUE LLC OFFICES LLC 7 PARKER ROAD 02655 Cll 225012 FALKENHAM, LISA K 3 BAYBERRY LA DERRY, NH 17� 03038 225013 DAVID, STEPHEN T MAGNOLIA AVE 30 EASTBROOK DEDHAM, MA 271 TR REALTY TRUST RD., SUITE 203 02026-2085 225014 FALKENHAM; USA K 3 BAYBERRY LA DERRY,NH 17� 03038 225015 KURKER, EDWARD - C/O HYANNIS 1 WILLOW STREET HYANNIS, MA 11; TR MARINA 02601 225016 LARGAY-DEAN,r VINCENTT JR, PAUL& 135 RAIL TREE HILL WOODBURY, CT 10; SUSAN &LARGAY ANNE E RD: 06798. 225017 LIGUORI, KEARSARGE 15 PROCTOR ROAD CHELMSFORD, 25: ELIZABETH A TR REALTY TRUST AVE, MA 01824 225018001 WINN,JOSEPH L TR JOSEPH L&GAIL A 3 JONAS STONE LEXINGTON, MA 29: &WINN, GAIL A TR WINN REV TR CIRCLE 02420-2136 225018002 LARGAY,VINCENT B LARGAY,V B JR&P&A 135 RAIL TREE HILL•. WOODBURY, CT 55: &ANN M& E&DEAN,SL RD 06798 PENDERGAST JOHN PENDERGAST 225029 MAGNOLIA AVE P 0 BOX 576 °` CENTERVILLE„ C1( - J JR&ANN D TRS TRUST MA 02632 PENDERGAST, PENDERGAST ` 225032 , MAGNOLIA AVE P 0 BOX 576 CENTERVILLE, Clf J JR&ANN D TRS TRUST MA 02632 ATSALIS, SILAS J &` WEST 225034 DANETTE P 0 BOX 449 HYANNISPORT, Cl: MA 02672 225035, BURWICK,JERALD %48 MAGNOLIA; C/O SCHULZ LAW' OSTERVILLE MA D TR AVENUE LLC OFFICES LLC Z PARKER ROAD, 02655 C11 2261 KURKER; WAYNE G 779 CRAIGVILLE , • - &MARGARET F TRS WEST a'WAYNE G&MARGARET F KURKER BEACH ROAD HYANNISPORT, 28f REV TRUSTS MA 02672 226142 SEIDNER, STEFAN STEFAN SEIDNER 19 MAGNOLIA CENTERVILLE, 29; TR REVOC TR AGMT AVENUE MA 02632 226143 SEIDNER, STEFAN STEFAN SEIDNER 19 MAGNOLIA CENTERVILLE, 29; TR REVOC TR AGMT AVENUE MA 02632 http-//66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=ZBA; 5/2/2016 AbutterKeport i` Page 2 of 2 226144 'DUFFY,ARTHUR X& 60 EAGLE DRIVE CANTON, MA 27F KATHLEEN C 02021 HYLAND, G ARTHUR WEST 226145 ]R&SUSAN B PO BOX 538 HYANNISPORT, 21: MA 02672 KURKER, DOLORES C/O HYANNIS HYANNIS, MA 226146001 A&EDWARD& MARINA 1.WILLOW STREET 02601 11; WAYNE G KURKER, EDWARD_. C/O HYANNIS. HYANNIS, MA '226146003 TR MARINA 1 WILLOW STREET 02601 11; 226146004 KURKER, EDWARD C/O HYANNIS 1 WILLOW STREET - HYANNIS, MA 11: TR MARINA 02601 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 5/2/2016. 5 Y F http://66.:203.95.236/axcims/appgeoapp/AbutterReport.aspx?type=ZBA 5/2/2016 1' Town of Barnstable Geographic information System May 2,2016: -' 226020" 22613.8 226135001 226140002 226128002 " #.6 226152 #60' #29 #734 #718 '. Q 9 22614#00DICND226154 46 4 226009 226161 45 H Rp mA ► 4932 226146002 63 8 65716153 #10 # #17 G01 #11 226155 , #5 �7E27 'i133 226145::;:}; *41 226160CND#25 t745 {y °c:.�e►.:a'.;:::::"'_;:Ci'r, !. #25 �:_ r. >'•/i %" 226146001:-'•'`. �226163 m :•226141 r /,. :a:' A�15:: 226162 r 7 �#779 � ,.>;.,+.,.':vJ"":•,:;%:, a?iY'_>iS'�Y # #18 1 W 1822261,48001 226165 #16 #83 +�Ir>:r<:•% /.: rr, ` #11 v , `JC 41i 4 S, ',Y•= o 226171 j <>�-:. ! r�'I• �:...,�.:. 226147 i •r f 0 _.26172 #50 J 22r #7 226167 �. #T r " l: J 226 168 226173 .lr. #870 t, r :�- 9. 3., 1" ':228 4690 I- J6 #846 Y' 718 4 •�:`::/rj /�J 228189 1�$ rry' Y, 225028 226170 226175 :•lix J!t #117 !:r 72 0 sir - 'r'i' ,36 22 001 22 wr. r. . 5033 _ 6 r. ,J 34 j1,.. r #156 #91 22503 1 CN D - 1 225 ,Jr„ r 79 � r.u.; - >i%fir•; 0 •r 6004 >r-• .r 225003 61 / cG, #866 e_ %..... "Y r> 225021 �' J# ! li 0 � . 8 J /,ems."..i�"; _:% .':ri✓^J.., QO � �r -225�1 "! is 225 225027001 - !225 r r`' !P r =: 7 225020 490 225025 s h - �:j'%I.fit': C'ai•`�:.:::.i1'��, 225023 226024 20 0 97 Feet #207 DISCLAIMERS:This ma is for planning y q g Ma 225 Parcel:035 Zoning Board of Appeals ZBA p' p g purposes only. It is not adequate for legal p� 9 pp ( ) Selected Parcel boundary determination or regulatory Interpretation. Enlargements beyond a scale of Abutter List Type-Parties of interest are those directly opposite subject lot on 1'=100'may not meet established map accuracy standards. The parcel lines on this map E are only graphic representations of Assessor's tax parcels. They are not we property any public or private street or way and abutters to abutters. Notification of all Abutters boundaries and do not represent accurate relationships to physical features on the map properties within 300 feet ring of the subject lot J•'i• 'such as building locations. Buffer �'1 LEGAL NOTICE rTICE TOWN,OFBARLEGAL N NSfABLE ZONING BOARD OF APPEALS 2 TOWN OF BARNSTABLE NOiTICE OF PUBLIC HEARINGS UNDERTHE ZONING BOARD OF APPEALS ZONING ORDINANCE NOTICE OF PUBLIC HEARINGS UNDER THE MAY25,20i16 4�. .r• ;,-rl ZONING ORDINANCE br To all-persons maffected bythe MAY 25,2016 - actions:of the Zoning Board of Appeals you ro all persons interested in or affected by are hereby hotified pursuant to Section 11 he actions of the Zoning Board of Appeals, of Chapter 40A dfthe General Laws of the you are hereby notified,pursuant to Section - Commonwealth:of fklassachusetts.and all 11 of Chapter 40A of the General Laws of amendments thereto that 0.9 !cry ann cn the Commonwealth of Massachusetts,and the folloinnngapje'alsv�nll beheld iidWednes; ?. all amendments thereto,that a public hear- day lM. 25 2016 at the'fimeindicated ng on the following appeals will be held 7 00 PM Appeal No 201"20 48 Magnolia 3n Wednesday,May 252016 at the time Avenue;LLC f� ndicated: 48 Magnolia Avenue LLC:has applied for` 7:00 PM Appeal No.2016.020 a Special Permit pursuant to SeLkion 240-ri. 48 Magnolia Avenue,LLC 91:H(3) Developed tot,Protection The 48 Magnolia-Avenue, LLC. has applied' -- 'or a Special Permit pursuant to Section applicant is proposing to demolish the.exist 240-91.H(3) Developed.Lot Protection. mg 1,846 square foot dwellingandconstruct' The applicant is proposing to demolish the anew,single-family dwelling oonsisting'of- :xisting 1,845 square foot dwelling and approximately 4,483 square.teet.The prop -,onstruct a new, single-family dwelling posed front yard setback from Magnolia :onsisting of approximately 4,463 square Avenue is21.4feetanddoes.not6bin`@ wdtt,: `eet,The proposed front yard setback from the current front yard setback requirernentbf" Magnolia Avenue is 21.4 feet and does not 30 feet buti4be gr`4" rthan orequ'ai tothe Xmply with the current front yard setback existing front yard'setbaok of 212 et The •equirement of 30 feet but will be greater property is located pt48�fyiagnoli�a Avenue :han or equal to the existing front yard.set- (formerly 32 ant]34 MagrioliaAvenue� Cen Sack of 21.2 feet.The property is located terviite,MA as shown on,Ass essoris Map 225, < at 48 Magnolia Avenue(formerly 32 and as Parcels 011 and1:035`Jt is lacated`iriahe.,.i 34 Magnolia Avenue),Centerville,MA as Residence D-1 Zoning District shown on Assessor's Map 225 as Parcels 7'01 PM Appeal No.2016 021 Giatlel� All and 035.It is located in the Residence Damef J Giatrel s and l4aren L Giatrelis D-1 Zoning District. have applied fora Special Pemnt,pursuant ' 7:01 PM Appeal No.2016-021 Giatrelis to Section 240-91(H)(3)Developed Cot Pro-: Daniel-J.Giatrelis and Karen L. Giatrelis tection;and'a modficabor%of Special PermR lave applied for a Special Permit pursu- No.2013 032 Special Permit No 2013-032' ant to Section 240-91(H)(3) Developed app roved thedemolihorc6r`,1_ lingdweil _ot Protection and a modification of Spe-I mg and reconsinictiorofa riewdwellin,gwdh aal Permit No.2013-032.Special Permit a"garage undeiT.heApplicantis seeking r, No.2013-032 approved the demolition of' a modification of.the Special Permit to con, an existing dwelling and reconstruction of `struct the garageadfacent,to the house at,: a new dwelling with a"garage under'.The grade and attached by a"breezeway The lot?rl , 4pplicant is seeking a modification of the coverage of the original dwelling/sfriictuies`- Special Permit to construct the garage adja- was 25 3% the dwelling approved wrth Spe- ;ent to the house,at grade,and attached cial Permtt No 2013-002 had a lot coverage . )y a breezeway.The lot coverage of the of.:1719"/o and the new troposal has:aNtot- )riginal dwelling/structures was 25.3%; . coverage of 22.4°(o The prpperty is located='S he dwelling approved with Special Permit at 112 Ocean Drive Hyannis MAassh,_ No.2013-002 had a lot coverage of 17.9%; on-Assessor S:INap 266 as Parcel-00$ It is'. and the new proposal has a lot coverage zoned Residence;b , 3f 22.4%.The property is located at 112 702PMAppealNo 2016-022Trryp Dcean Drive,Hyannis, MA as shown on Steven A and Denise W Trlpp have 4ssessor's Map 266 as Parcel QOS.It is petitioned for a'wariance from Section toned Residence B. 91-H(1)(b)[1]LotCoverage Thepetrtioners•` seek relief from the maxirnu"m of 20.Percent 7:02 PM Appeal No.2016-022 Tripp : Steven A. and Denise W. Tripp have ' lot coverageao allow the,i emolitioril the: ietifioned for a variance from Section 240- 1.existing 1,36i'square foot three bedroom 31-H(1)(b)[1]Lot Coverage.The petitioners dwelling.and construction of a new 3 321 " seek relief from the maximum of 20 percent square foot., ree,bedroo"mi dwelling viith an: of coverage to allow the demolition of the at ached,two-car'garage.-;The iiroposed-lot,, axisting 1,361 square foot,three bedroom coverage with attached garage is22_4%::The. swelling and construction of a new 3,321 Property is located at 418outh Street:Oster square foot,three bedroom dwelling with an villa,MA,and shown on Assessors Map 117 attached lwo-car garage.The proposed lot as Parcel 069;It is locate c3;in the Res id ence ,a - overage with attached garage is 22.4%. I C Zoning District and the Resourk a Proteo- `I ti the property is located at 41 South Street, tion.Overtay District Dsterville, MA and shown on Assessors j These-public hearingswill-t held at the Nap 117 as Parcel 069. It is located in Barnstable Town Briali 367 Main'Street t< - Hyan ms,MA Heang Room located'on . he Residence C Zoning District and the the 2nd.:Floor 1ednesday,May 25'2016 Resource Protection Overlay District. ` These public hearings will be held at the Plans`and applications_may be reviewed at 3amstable Town Hall,367 Main Street, the Zonng Board of Appeals Office th Grow lyannis;MA,Hearing Room located on Management Department;Town Offices 200 r' , J :he 2nd Floor,Wednesday,May 25,2016. Main Street;Hy .MA 3 ,p glans and applications may be reviewed at Brian Florence,Chair ZoningBoard.9fApeals'.. .. . P Board ofA eals Office Growth he Zoning a .. 9 PP I "_ The Bamataple.PatnoY - = - ` Management Department,Town Offices, ay_�3,2016 I ' 200 Main Street,Hyannis,MA. �IH1SI03d _3Gb�3W'c NHO( i f r 3rian Florence,Chair Zoning Board of Appeals BARNSTABLE REGISTRY OF DEEDS � s. John F. Meade Re step Barnstable the Bastable Patriot TM May 6 and May 13,2016 "` 1SMIV`Jkd00 3flal`d Sa33a-�O Ad1S103H AIWOO 318d1.SN8V8• , Town of Barnstable 0 Regulatory Services r$ SULM �. Xichard V.Seali Interim Director t - �� Builldimg Division Tom Perry,Building Commissioner 200 Main Skeet Hyannis,MA 02601 www town barnstable maus OfEce: 508-862-4038 Fax:M8-790-b730 Property Owner Must Complete.and Sign This.Section' If Using A Builder U tjj&'6rCLX Cy CLKd V eI C&J+Bead le( - as-r'VVSfeC5 of Y8 magnd is Ave- tLC as Ownet of the anbjeet Pxopedy hereby authorize_KEn�net pd`n W 1_ 6e Sfrt c. i ,�_to act on my behalf, is aIlmatters xeL33ivt to work authorized by this btnldiagpeunir 31/ z AAAeSm)LjA A F (Addtess ofjob) 'Pool fences and alarms are the responsibility of the applicant. Pools -are not to be filled or.uttZized before fence is installed and all final inspections are performed aad accepted: Stgaamre of Owner 4—t<ae of-4plicaat. Li✓I Cam:$r. _ _ . psiutNaznec`r. print Name Kl I 1 c Ll P�M"k. m! Ave LLc Dam - v • µy . -N-f,, Town of B arus table f Regulatory Service-S. ,aaxsr;Lai T1z om a3 F, Gei]er,Director }3uiIaing Div'iob Th omas Parry, OB 0,Building C oner 200 Main Straet, Hyannis,MA0260i ; ��Yw.town�barnstablama..us . O icy: 50 8-8 62 4038 '. Fax: 508-790-6230- ' - `P AN RED ' arcel: Z2SS' (QI1463-5) Project Address y 3. lti1Ol Tha fouowing items :were toted on reviewing: + c y .1 o� CfF2cAT 12 EQ v��R.E' �4T CO w�p tren o R Aew-ed by: MsssaehiAsetts.-Department of Publio:S t is - Boaid of=SpiidingAegulAtions'and Stand i644 Construction►Supervisor s Loertise CS-070086:d •� DAMON L kU ND ,L 48 IKOMPASS DID FALMOUIRMf,()2 � .,�,U•� expiration .:-- Commissioner 1112112016. Office of Consumer Affairs and Business Regulation 10 Park Plaza--Suite 5170 Boston, Massachusetts 02116 Home Improvement Cbutrator Registration Registration: 128405 Type: Partnership Expiration: 4/5/2017 Tr# '267441 KENDALL & WELCH CONSTRUCTION_,.=.-.:::... ..... DAMON KENDALL I F P.O. BOX 490 {:. - OSTERVILLE, MA 02655 Update Address and return card.Mark reason for change. '- Address Renewal Employment Lost Card SCA 1 i5 20M-05/11 V/cear�r�77aazcaeCcc��a/(Di<�iJJaC�ude��J ° Office of Consumer Affairs&Business Regulation License or.registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: ,428405 Type: Office of Consumer Affairs and Business Regulation Expiration:_ 4%5%203=7_ Partnership 10 Park Plaza-Suite 5170 _- Boston,MA 02116 KENDALL&WELCFI CO STRU£TIO DAMON KENDALL 54 KOMPASS DR. FALMOUTH,MA 02536 Undersecretary Not valid without signature Office of Consumer Affairs nd Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improveino' ���ontractor Registration - r... Registration: 128405 >> ------- ._. Type: Supplement Card KENDALL & WELCH CONSTRUCT ¢N j SY {-' Expiration: 4/5/2017 RONALD WELCH � P.O. BOX 490 ` '4 .e r r=,Ti OSTERVILLE, MA 02655 t Update Address and return card.Mark reason for change. SCA 1 0 20M-05/11 Address Renewal ❑ Employment Lost Card V/te �(iaosa��eancaetclC�a��/��acJJac�cafell� �fice of Consnmer Affairs Rc Rosiness Revidation UrPnsa or reaistrntinn valid for individul n.cP nniv The Commonwealth of Massachusetts Department of IndustrIdAccidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(BusinessloTmirationlindMduan: kern1 A l l Oh O l/V 1'4C k 0011 T Address: City/State/Zip: 0 STe'f J< <� 26ST Phone#: SM q2 t'f d Are you an employer?.Check the appropriate bog: Type of project(required): 4. I am a general contractor and I Lg I am a employer with 5 6. New construction employees(frill and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. 0 Remodeling . ship and have no employees These sub-contractors have g, 0 Demolition working for me in any capacity. employees and have workers' cum m�r�nce.t 9. �Building addition [No workers comp.insurance comp. 5. 0 We are a corporation and its 10.0 EIectrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself[No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152,§1(4),and we have' employees.[No workers' 13.'El other comp.insurance required.] t *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors mast submit a new affidavit indicating such. 'Contractors that check this box must attached an additional sheet showing the name of the sob-contractors and state whether or not those entities have employees. If the subcontractors have employees,they mast provide their workers'comp,policy number. ram an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information.Insurance Company Name: alT_Fd� uA06.4l/V Policy#or Self-ins.Lic.#: �(,� ,s��r: O Expiration Date: 2- f Job Site Address: City/State/Zip:CP,1 r&M/4P Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of. Investigations of the DIA fur insurance coverage verification. Ido hereby certify under thepains and penakfes ofpm:fury that the information provided /above is true and correct Sig at u e:R`,(/1'ti'� � Date: Phone#: Official use only. Do-not write in this area,to be completed by city or town official Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.EIectrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions ' F Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their,employees. . Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written. ' An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter.152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit: The affidavit should be retained to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit'license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for firture permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (Le.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: Tho Commonwealth of Massachusetts Departoamt of Industrial Accidents Office of Invesbigatious 6.00 washiugton Street Boston.,MA 02111 Tel.#617-727-4900 ext 406 or 1-$77-MASSAFE Fax#617-727-7749 Revised 4-24-07 wew.mass.govfdia - f �. V + 2p i and Wod;vvilth l grm-A alite, Contu -D.iota ietl of tta ,,,tn -Cox irtz O. 23221 o£1lot tbu.� t:atL u At ' id it tl paid off' ""l l Ni l�lUon��` lHl- nd Tbnu :alxd wt)011nr8 k 3., 00t0.t 0). dollmaNr gr,.vlit to Plate - t rcott ltu tAA.ua Nano.tabliiw{� th ��'as , The l�ntl-With °��� �dt�� _ nuivor ardam lc 0ai 1 :� �t+ aaa�tt p ha�atraalcarl �t ►1 clay l) c »a: 'NORTHATUTBAtil'y- bar NO, kVelml , mo hifild"d fi' - v (Iris)foilth i 2,W11THEASTEMM by Ceotxal Awmito, txarca t nta taaa,cl ifl,�00(9 1.t Q) fool,~ WERLY: by lraod-now or fgzvut rev of DOX1314 Q. Crowell et al(lud,'by, a,ttort sml— Ot hill yt} ti ww♦orb fora tto r of � �wa{both "�. w,.�r,llq,pao�ye♦�, ut etst and SOU't'H'�'�! `1<` LV by- +rrt 2, c,Lataidro(I(-%v aity-s rataal ` S�aiil ' � t�t��r►. �, Gil plan h reituitte iuention" ` `'lt�►1� 5' llt '": tad l�° �ll . aFt + tat�t� ► atdrdIv . ait raad wtt ORTHEASTERL'S' 1iy IA�t 1, one htoid d twa:'als-cevoti mul 114 11 i.,20 E (�11T LEAS t`l�RL'� by a portion o lond unui air�" �tc.� a 1,�1 ta,l��tlt l�1 Cr6wel�l, �►bouL thra littad�retl A%ky- uoaa (l�°�� fout Ft f I SO'UT :�4N csva t'ts t'< . � whoo 0k).is) coo, "Al by Iand,11 8r, or t r _Iklr, , 0 f io 1 of !*-mad An" , r a t ile Nvautr UtIv , am i°t�z'rmituld y Ali. c urt t bo lava(ed ass showtvom skibdivi,%ou plaa 1 7 4- da(ckt Mx*millor 220 t 9 7,`�► dra wIt by S..lt;criG in (to W, nd Regil's atim Offim a i 13 I A 72 Nv th Cortifimto 4MR-Iq 1"k t sane snia hand I'N Aaown 010ro n as WD -1.1w AI . I d i*k gutr�tc to, tti . ho tAh� b hi It A0i It tt" CC ►i1 ;, kmn..;� II �� Cktoblow 1. 1940 duly rowdead inftok 676 hicst1-1j . o much o mach hits tag A wat1011-of1mv, As x b1clud d,wltiviII dio UU- 11ts of s(td Magnoli' Av mm oud Control Avomm i objapf-t th(i rightta of(111't��ar "s nd ovorthogrit . The Gramor h bvwwivcs' iW. a all rigb0k of V-16mest i o-nd wtho pmul'"s oveyod tr rtt,-, -audcon-firms thAt t1wro Tito tin jull'41fid to uo" r -ho v] o, WDRUISIS OF PREMISE s: "br title,so UamdAlle Utn&Cautt Rot at;ry Cemiflmte Nk' No. 166908. 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'�` P � � �' -� • < � � , � , r r r, r � , c q ` 1 • t r _ r ! � y r S. . �� Y W L � t .. � F Sharen Rabesa MurrayandMacDonald ( 1/1 ) 04/04/2016 01 : 56 : 37 PM -04 DATE(MM/DD/YYYY) ACOR1311,1 CERTIFICATE OF LIABILITY INSURANCE 04/04/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements). PRODUCER CONTACT Sharen Rabesa NAME: MURRAY& MACDONALD INSURANCE SERVICES, INC. a/c°Ne Ext; (508)289-4160 A/C,No): E-MAIL ADDRESS: sharen@riskadvice.com 550 MACARTHUR BLVD. INSURERS AFFORDING COVERAGE NAIC# BOURNE MA 02532 INSURERA: HARTFORD UNDERWRITERS INS CO 30104 INSURED INSURER B KENDALL & WELCH CONSTRUCTION INC INSURERC: INSURER D: PO BOX 490 INSURER E: 05TERVI LLE MA 02655 INSURER F: COVERAGES CERTIFICATE NUMBER: 41995 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONSAND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN SR ADDL POLI Y EFF P LICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ RENrEu- CLAIMS-MADE OCCUR DAMA O PREMISES(Ea occurrence) $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: - GENERAL AGGREGATE $ POLICY a JEGT PRO- a LOC PRODUCTS-COMPIOP AGG $ OTHER: $ AUTOMOBILE LIABILITY C BIN DSING MI $ Ea accdent ANY A!JTO BODILY INJURY(Per person) $ ALL NED SCHEDULED N/A BODILY INJURY(Per accident) $ AUTOS HIREDAUTOS NON-OWNED PROPERTYDAMAGE $ AUTOS Per accident $ UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE N/A AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION .. PER OT AND EMPLOYERS'LIABILITY Y/N X STATUTE ERA ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 A OFFICER/MEMBER EXCLUDED? N/A N/A N/A 6S60UB5033P43516 02/06/2016 02/06/2017 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below I I I E.L.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached it more space Is required) Workers'Compensation benefits will be paid to Massachusetts employees only. Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay . claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool atwww.mass.gov/lwd/workers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable-Building Dept ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street - AUTHORIZED REPRESENTATIVE P r CP Hyannis MA 02601 "J" Daniel M.Cr4y,CPCU,Vice President—Residual.Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reservec 1 - Rightfax N2-1 6/24/2015 6: 10 : 43 AM PAGE 2/002 Fax Server . DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE T- R.IFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDE THIS ^FRTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE PdLICIES BELOW. 5 CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE --,.-PRODUCER. D THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require and endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsements. PRODUCER CONTACT NAME: ALMEIDA&CARLSON INS PHONE FAX PO BOX 554 (A/C,No,Ext): (A/C,No): E-MAIL FALMOUTH,MA 02540 ADDRESS: 24DGH INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: HARTFORD UNDERWRITERS INSURANCE COMPANY DESTEFANO,JOSEPH G.DBA JOSEPH G.DESTEFANO INSURER B: INTERIOR INSURER C: INSURER D: ' 49 WINDSOR ROAD INSURER E: SANDWICH,MA 02563 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: IS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD SUB POLICY EFF DATE POLICY EXPDATE LTR TYPE OF INSURANCE L R POLICY NUMBER (MM\DD\YYYY) (MM\DD\YYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ CLAIMS MADE OCCUR. PREMISES(Ea occurrence) MED EXP(Any one person) $. PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY a PROJECT F]LOC PRODUCTS-COMP/OP AGG $. AUTOMOBILE LIABILITY COMBINED SINGLE $ ANY AUTO LIMIT(Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULE AUTOS (Per person) HIRED AUTOS r BODILY INJURY $ (Pet accident) NON-OWNED AUTOS PROPERTY DAMAGE $ (Per accident)' UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKER'S COMPENSATION AND X I WC STATUTORY OTHER EMPLOYER'S LIABILITY Y/N UB-0650N822-15 06/18/2015 06/18(2016 LIMITS ANYPROPERITOR/PARTNER/EXECUTIVE N/A E.L.EACH ACCIDENT $ 500,000 OFFICERlMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 It yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/RESTRICTIONS/SPECIAL ITEMS I THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. THE WORKERS'COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR DESTEFANO,JOSEPH G.. CERTIFICATE HOLDER CANCELLATION KENDALL AND WELCH CONSTRUCTION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED PO BOX 490 BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIO, Y' AUTHORIZED REPRESENTATIVE P AC"RO® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYV) lk� 6/29/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT-AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER MCSHEA INS AGENCY INC -NAME: - 1550 FALMOUTH RD PHONE FAX CENTERVILLE, MA 02632 c e t: alc No: E-MAIL ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURERA: LM Insurance Corporation 33600 INSURED INSURER B: JOHN L CRAWFORD 33 CARL LANDI CIRCLE INSURERC: EAST FALMOUTH MA 02536 INSURERD: - INSURER E: - INSURER F: __COVERAGES. CERTIFICATE NUMBER: 25348462_.__..-_ REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER MMIDDPOLICY LTR /YYYY MMIDD�YY LIMITS LT COMMERCIAL GENERAL LIABILITY '; EACH OCCURRENCE_ DAMAGE TO RENTED CLAIMS-MADE OCCUR PREMISES(Ea occurrence) $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PRO ❑LOC PRODUCTS-COMP/OP AGG $ JECT OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED L SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS N PROPERTY DAMAGE HIRED AUTOS AUUTOSTOS NON-OWNED $ Per accident $ UMBRELLA LAB OCCUR EACH OCCURRENCE $ EXCESS LIAB _ CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION WC5-31 S-315544-015 6/14/2015 6/14/2016 �/ STPER ATUTE �RH AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNER/EXECUTIVE YIN N - E.L-EACH ACCIDENT S 100000 OFFICER/MEMBER EXCLUDED? a N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500000 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) THE WORKERS COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR JOHN L CRAWFORD Workers compensation insurance coverage applies only to the workers compensation laws of the state of MA. This certificate cancels and supersedes all previously issued certificates,only as they relate to workers'compensation coverage CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE KENDALL AND WELSH CONSTRUCTION THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 32 WIANNO AVENUE SUITE 5 ACCORDANCE WITH THE POLICY PROVISIONS. OSTERVILLE MA 02635 AUTHORIZED REPRESENTATIVE lar ® CERTIFICATE OF LIABILITY INSURANCE °A�` 1D°I ' ACORO `� 10/30/1'_ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY,THE POLICIES BELOW. THIS CERTIFICATE OF. INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to terms and conditions of the policy,certain policies may require an endorsement. Astatement on this certificate-does not confer rights to the tificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: CG Robert E Bouchie Jr. Insurance PHONE FAX (508) 564-5531 (508) 564-5560 /c No: 1352 Route 28A ffMADDDRESS: info@BouchieInsurance.com PO Box 400 �`/ Cataumet, MA 02534 .INSURE S AFFORDING COVERAGE NAIC# INSURERA:S&H Underwriters Western Heri INSURED INSURER B:Hartford Tom Costa Building & Framing INSURERC: 29 Lady Slipper Lane INSURER D: Mashpee, MA 02649 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM,OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE IN SR WVD POLICY NUMBER M/DDIY MMIDDIYYYY LIMITS A GENERAL LIABILITY SCP1043428 7/31/15 7/31/16 EACH OCCURRENCE $ 11000,000 X COMMERCIAL GENERAL LIABILITY PREAGETO RENTED $ 100,000 CLAIMS-MADE [K]OCCUR ME EXP(Anyone person) $ 5 000 PERSONAL&ADV INJURY $ 1,000,000 G GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGA TE L IMI T APP LIE S PE R PRODUCTS-COMP/OPAGG $ 24000,000 PRO X POLICY JEC LOC $ AUTOMOBILE LIABWTY COMBINED SINGLE LIMIT Ea accident $ ANYAUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ . DED RETENTION$ $ B WORKERS COMPENSATION 6S60UB0296M85715 9/21/15 9/21/16 X PVC IIMIT OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTN/E Y/N NIAI E.L.EACH ACCIDENT $ ZOO 000 OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 Ifyyes describe under DEStRIPTIO N OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Kendall & Welch Construction ACCORDANCE WITH THE POLICY PROVISIONS. 32 Wianno Avenue, Unit #5 AUTHORIZED REPRESENTATIVE 0sterville, •MA 02655 i 5, y 06/08/2015 MON 9, 47 FAX 5089923538 southeastern IA �001/001 DAT4IMMIDD 6/9/2DIYYYY) CERTIFICATE OF LIABILITY INSURANCE 15 THIS CERTIFICATE 13 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE'HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY`THE POLICIES FLOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED _4EPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les)must be endorsed, If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not Confer rights to the certificate holder In lieu of such endorsements , PRODUCER CONTACT FCaren oerniar NAM _NAME: —.-- ---- - South®astern Insurance, Agency, Inc. _1t 4�1111; (50I3)997-6061 LAIC Ng):000)9po-z7a1 --.._..0 � ---—--.. 439 State Rd. A GAIRE66,kberniar0eouthaaetarnins,00Rt P.O. Box 79399 IN5URER(8)AFFDRDINO COVERAGE: NAIO N North Dartmouth MA 02747 ' -•___.•. _,••.. INSURER A:Marvhant®.Ineuranoa Group _•• INSURED INSURER BNerchants Mutual insuranoe Com 23329 .. Rona Excavating Inc. INSURERC; - — 81 Echo [toad Unit#1 INSUAERD_,,,,• , INSURER E; ' ---... .... .._..._...._ ._.......----•--._...._......_... _ ... .. .__..__._ ._.. 1daphpaa MA 02649 INSURERr'a COVERAGES CERTIFICATE NUMBER:CL1.543000913 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS_, ...... .._.._. _ IN6k -.. _ -.. . TYPE OF INSURANCE POLICY NUMBER POCKY lFRyI POUCY EH� LIMITS JX .COMMERCIAL OENERAL LIABILITY EACH OCCURRENCE 6 1,000,000 'aAA CLAIMS-MADE DOCCUR PRISM TO RENYED100,000 PREMIBEBJEa occunence) 8 CMP9140246 5/1/2015 5/1/2016 MED EKP(Any one person)_ 5 5,000 —_..... ---_,_,_.—_.•.,.,___.,,. PERSONAL 8 AOV INJURY,, $. 1,000 000 .GEN'LAGGREOATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000,000 POLICY PRO- __ JECT LOC PRODUCTS-COMPIOPAGG 2,000,000 HER: 8 — AUTOMOBILE LIABILITY 5 (.PMERNED SINGLE LIMIT a accident) ANY AUTO BODILY INJURY(Par pergan) 5 1,000,000 ALL OWNED X SCHEDULED MCA7013915 8/26/2014 0/16/2015 BODILY INJURY(Per accident 5 •1 000,000 AUTOS AUTOS 1 _ , X HIRED AUTOS X NON-OWNED PRPERtvDAFA401r— 8 00 AUTOS (PerO acctdem 1,0 000 r Medico tg $ 5,000 UMBRELLA UAF3 OCCUR EACH OCCURRENCEExcrss 6 MAD CLAIMB•MAOE AGGREGATE 5 DED RETEN .. _... .... ....... ._._._._—..._ V40RKE!RS COMPENSATION PER AND EMPLOYERB•LIABILITY YEN X..STATUTE FX ER ---__• _—_ ANY PROPRIETORIPARTNER(EXECUTIVE E.L.EACH ACCIDENT $ 1,000aCCG. OFFICERIMIEMBER EXCLUDED? N I A -- E3 (Mendalnry In NH) WCA9094537 5/1/2015 5/1/2016 LL_DISEASE-EA EMPLOYE 8 1,000,000 If yea deacr108 URdar —_— ._. . —__ 0E9�RIPT1 N ATIONB celow E.L.DISEASE•POLICY LIMIT DESCRIPTION OF OPERATIONS LOCATION 8/VEHICLES (ACORO 101,Additional Remarks Schalidg,may be attached Irmere*Page Is required) CERTIFICATE HOLDER CANCELLATION (506) 428-4907 ron@kandallandwelch,Gom t SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED B ORE Kendall & Welch Building and Remodeling THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVER D IN P 0 HOT[ 490 ACCORDANCE WITH THE POLICY PROVISIONS. OEstarville, MA 02655 AUTHORIZED REPRESENTATIVE Karen Bernier/KAB -� f A9016ad.ARdA Af'^Of1 nnonP%eAT,nu A„_,_�a_(..__.___._� s�c�v° CERTIFICATE eA,E (�,eo,rY,�, LATE OF LIABILITY INSURANCE THE CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLD THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND Old ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE,OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IM,termsfa If the certificate holder IS an ADDITIONAL INSURED, the poltoy(ies) must be endorsed: If SUBROGATION IS WAIVED, subject 10 � the berms and contlitiorts of the policy,certain palJcles ma y require an endorsement. A statement on this cenifleate does not coMer rights to the Certificate holder in lieu of SYCh'endorsement(s). PRODUCER Phone: 503-54miEi Fex:508.0.S7-786D COPFrACT ALMEIAA&CARLSON INSURANCE AGENCY INC. Bob Atltetta pn P.O.BOX 554 HONE CIM F �888-0207 ( )88&0550 FALMOUTH MA 02541 E-MAIL iallietta@almeidacal'isomcom INSURER($) AFFMDINQ COVERAQE NAIC A INa - INSURER A Arballa Protection Ins 00 D P FUCCILLO CONST INC Irx;uREA a Hartford Underwriters Insurance CD 548 THOMAS LANDERS RD E FALMOUTH MA 02536 INSURER C : Arbella FrateCtlorl Ins Co INSURER D: ARBELLA PROTECTION INS CO 41560 INSURER E _ INSURERF COVERAGES CERTIFICATE NUMBER: 32783 REVISION NUMBER; THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PER10D INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, CLUSt SAND DiTION OF SU LICIE IMRS H WN MAY VE BE EDUCED BY PAID IMS. INSR TYPEOFINSURANCII MOLICYEFF POLICY EX APD'L SUER R POLICY NUMBER A GENERAL LIABILITY 8500045173 10/20/15 10/20M6 EACH OCCURRENCE Wes$ 1,000,QI X COMMERCIAL GENERAL LIABILITY PREMISES Eeaccuranoe $ 300,01 CLAfM3-MADEOCCUR MED,EXP(Anyoneperson) $ g�Q( X BLANKET ADDITIONAL 1NsuRI;DS PERSONAL&ADV INJURY $ 1,0(10,0C GENERALAGGREGATE $ 2,000,0( GEN'L AGGREGy APPLIES PER: OLYPRODUC -COMP/OPAGG S JECTO CPC I_ OE01LE L Z,DOO,O(I 1020005316 09/08/15 09/08/16 COMBINED SINGLE LIMIT ANYAUM (Eamcteent) $ 1,000,00 ALLOWNEDkAUTOS ULED BODILY INJURY(Per person) $ AUTOS BODILY INJURY(Per accident) $ X HIREDAUTOSNED P D C tWEREU.A AVUE- LIACCUR 4600061736 10/20/15 10/20H6 EACH OCCURRENCE $X OXCEaB LIARLAIMS•MADE AGGREGATE $ DED 1( RETENTION$ 10 000 $ ® AKD ERB COMPENSATION LtA10H ' 5Q6893B2 10/23(15 10/23AS WC AND EMPLOY6R9' LNBLRY TORY LiN1T$ ER $ ANY PROPRIETORIPARTNER(EXECLtrIVE VIM OFFICFRIMEMBER tXCLLMED4 - E.L.EACH ACCIDENT $ 500,00I (Manegtory AI Nhj N r A E.L.DISEASE-EA EMPLOYEE $� Ryes,eascepe under 500,001 DegCRIPTtONOFOPERATICNsbobw E.LDISEASE-POLICY LIMIT Is 500,001 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach AOORD 101,Additional Remarks SchWU19,II more space la requirj i a':E ITIF(CATE HOLDEN CANCELLATION > KENDALL&WELCH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEKORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AI110R12ED REPRESENTATIVE •p—,xAttentlon: 428.4W7 � �-- Ac V CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 01/27/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE VOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTNAME: Andrew Roth MURRAY& MACDONALD INSURANCE SERVICES, INC. P"CNN E , (508)289-4152 a No: EMAIL aroth@mmisi.com ADDRESS: G 550 MACARTHUR BLVD. INSURERS AFFORDING COVERAGE NAIC# BOURNE MA 02532 INSURERA: AIM MUTUAL INS CO 33758 INSURED INSURER B: LEE ANDERSEN �v INSURERC: INSURER D: P 0 BOX 993 INSURER E: FORESTDALE MA'02644 INSURER F: COVERAGES CERTIFICATE NUMBER: 27140 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM DDY EFF POLICY LIMITS LTR COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE T PREMISES Ea occurrence $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑JECTPRO ❑LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO t BODILY INJURY(Per person) $ ALL OWNED SCHEDULED. N/A BODILY INJURY(Per accident) $ AUTOS AUTOS FNON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident $ UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE N/A AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATPN X PER ERH AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $ 100,000 A OFFICER/MEMBEREXCLUDED7 N/A N/A N/A VWC10060184662015A 04/08/2015 04/08/2016 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/Iwd/workers-compensation/investigations/. Sole proprietor has not elected coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Kendall & Welch Construction Inc. ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 490 AUTHORIZED REPRESENTATIVE Osterville MA 02655 Message Page 1 of 1 Engelsen, Jennifer From: Schlegel, Frank Sent: Wednesday, November 06, 2013 11:51 AM To: Engelsen, Jennifer Subject: RE: 34 Magnolia Ave, Centerville Hi Jen, The owner of this property provided an alternate access to their property a long time ago and the address assignment was confirmed as#34. 1 will send them certified notice of this number assignment and it is not only for their safety but the safety of the owners further down Magnolia. I don't have the date or my file when#34 was assigned "BUT" it is the best working number based on the access provided by the owner. I will follow this up with a copy of the letter to you so you have it in your files to show the owner they are in non-compliance with the Town Ordinance. Thank you for following up with this and I" send you confirmation too. The only way the owner can obtain#60 is"IF"they provide access to their property where their road frontage is. Frank Schlegel i E911 Data Liaison Engineering Records Manager ----Original Message----- From: Engelsen, Jennifer Sent: Wednesday, November 06, 2013 10:20 AM To: Schlegel, Frank Subject: 34 Magnolia Ave, Centerville Hi Frank, A contractor was in this AM to get a permit for 34 Magnolia Ave in Centerville. Martin from COMM Fire was here as well and according to parcel lookup and the fire dept, the owner is using 60 as his address. Martin said he had contacted you twice to alert the homeowner to use the correct address and the contractor indicated that the homeowner does not want to change it. The homeowner will be doing some further work on his property and we will not give him a permit until he has changed the address on his house. Will you please send him another letter directing him to change the number on his house? Thanks, Jen -11/8/2013 Barnstable �tHeo� Two of Barnstable ���� � Bv. D6partntent:�of.Public Works p MAVI 382 Falmouth Road;Hyannis MA 02601; F prFC MPS-A , http-//www.towti.barnstable;ma.us -2007 Daniel Santos,Director Office-, 5084 0-6460 Fax: 5U,7790 6.400. Jerald D.B.urwick,Tr-; t Magnolia Realty Trust C/O Cuker `. 20'Young Road Weston,MA. 02,193 i Date:November 6;20,13 Re:Address;reassignment for Map'225 Parcels 011 &.035,Magnolia-A,ve,Centerville To Whom It May Concern: i s This office was contacted by the:building department regarding the legally assigned addresses for" your properties identified above.'The building department indicated a contractor.'attempted to; obtain a building,permit for your property.'The contractor identified your property as,#.60 Magnolia Avenue,;Centerville.This office was notified because the legal addresses'assigned"•to properties in.the Town of Barnstable are administered by the Town Engineer as identified in the enclosed Town of Barnstable's Ordinance for-Numbering.of Buildings. Review of historic address records,in.this office indicates that on.:April 1993,the owners of this property,were notifed of a change of address because a driveway-in-common was installed at,an alternate location than"where the original numbers:(#48&#60.)were assigned for.the above identified properties.This alternate-driveway-in.-common<provided access to your properties that would place'the original assigned numbers out of sequence with other numbers assigned for. Magnolia,.Ave. The legal"iiunibers reassig-'d for your twq properties identified above are#32&#3"4 and must be posted in accordance withthe enclosed Ordinance Nunibering of,Building's.Failure to comply + with this r►of ce'may result in"serious delays in , ergencyresponse for you or your neighbors. With'the adoption of the E911.System in the Town,of Barnstable in 1995,all town departments are required to verify the legally, assigned addresses for all permitting purposes:The use of addresses not approved by this office may result in a delay or refusal.for issuirig:of any permits until the building numbers are corrected and verified by the Engineering.Division. Your::attentiori to this"matter must be attended to as soon as possible in..oMer for yo it contractor to be able to.•,obtain.,a buil"duig permit for your property located at 4.34 Magnolia:Ave,Centerville: Please contact meat this office at(508)790-6400:x-4942 cif you need further.assstanee with"this notice., S&in ' �Fhl" gel E91.1 Data Liaison Engineering,Records Manager (508)790-6400 x1-4942. frank.schleg'I&own:barnstable.ma.us ParcelEdit Page 1 of'1 II a�Eftl.EthST, 1l.; Ihi , % ,ti��D hf��✓`�*! .l�� �: 3,� � .,l s.« GrrY/��� G�Zi°L/� ni r" *",: "`I<*� Logged In As: Wednesday;'November.6.201.3 Frank Schlegel Parco Application Center' Road 5vstem.Reporfs. Road System i Parcel-'Data i a, Parcel ID. 225035 sewer acct T/R f 1 Upda"tee — . Devel Lot: LOT'1 Owner: BURWlCK, J'ERALD D TR Co Owner: MAGNOLIA:REALTY TRUST Street: C/O C U KE R j City: WESTON _-� State; MA zip 02193 J --------------- Ldcation" 32 {jf I MAGNOLIA AVENUE Village': Centerville " ' a 1. ............-�_..�...__....__.� Road Index: 0946:_�T- pri Frontage: 153 i To set road,you tan also enter road index and tab'out of field. I secondary Road: NEWLAND STREET I i j Sec Index: 1076 .Sec Frontage: 1104 Visions location: 32 MAGNOLIA AVENUE ^�) Last;Updated k i No. Bldgs: Account,No: 134964 j Lot Size(acres): 0:.460Q0918 j State Class. 1060 Year Addedi 0 Fire Dist 3 Deed bate.; 10/15/200..2 � Deed,Ref}: C166908� � Lana Value: 30,9500 Bbgssvalue: 0 Extra Features: 0` I Condo Complex': Building. Unit Update',: , l - http.//lssql2/,intranet/-propdatA/pledit asox?ID=PL15928 11/6%2:013 _.-.-------... 77 _ . To�ri of Barnstable HAM le BARwniiau, Department of Publc'Works 9 9. 382 Falmouth Road,Hyannis MA 026:01. littp://www,.tciwn barnstable:ina.us. Office:. 508-790-6400 Daniel Santos-,-Director Fax: 508-790-6:406 Roger Parsoris;.`PE Town Engineer' SUBJECT'Numbering of.Buildings Map:'No,a a� Parcel No. 035'-. Date,',MoV,L QW-3 D- ar Property Owner, Notice is.hereby:given in acco"rda'ce with the General Ordinances ofThe Town of Barnstable, Chapter.III;,Artiele V, Nu-mbering of Buildings;.adopted March 31931,revised July21,199,4;; public.convenience:and;necessity requires the assignment of'number B;k- for your property located on Aja4 ,* APW s�,nrtr�a2ut lle ; —STREET—NAME VILLAGE; f This number should;be affixed to your biildingso that; t is visible frgm the,street as outlirie'd. i in:Exhibit,'"EP,Town of�Barnstable Rules and Regulations for Numbering_of Buildings. Please contact Mr Frank Schlegel at the Engineering,Division at(508).7*6400 xt4942 and be prepared to provide ah.telephone numbers at this location so that your E-911.account; records can,be confirmed when the correct building iiumber is=.posted.: i i i Roger`Parso"ns F.E. Town.Engineer i encl.f" T..O B.,.Rules &Regsi r�— .Common Questions Site Map _ Assessors:Change Form 4 1 1 1 ........... u. ._....,- .:.:. ..n,... .. a.� :.. u., ParcelEdit Pagel, of 1 rJ­ THE hWi �� 1 Logged In As; Wednesday,'November 6 2.013, i Frank Schlegel Parcel Application Center .Road.Systefil Reports Road S.vstefTi Parcel Detail Parcel'ID 1,1225011 $6Wer Acct' T/R date i - .� p Devel Lot: ILOT 2 owner: BUR:INICK, JERALD D TR_ Co Owner: MAGNOLIA.REALTY TRUST Street; C/O CUKER _ i City; WESTON State: IVIA Zip; 02193 f Location 34` I MAGNOLIA AVENUE _;; wiiage: Centerville ' Road Index: 0946 Pri Frontage: 208� To set road.,you can:a[so enter road Index and`=tab out offieid.: Secondary Road: Sec,Indez; 0,000 ( Sec Frontage, Visions Location; 3.4,MAGNOLIA AVENUE.. "Last Updated:: I --------------- No. Bidgs: 1 Account No: 134697 Lot Size( ), (1:08999082 .__ acres State Class: 1010 Year Added: 11.975 Fire Dist: 3 Y Deed Date: 11WI5/2902 `: beed Ref: 0.166908: Land value: 2876900 Bldgs value: j2K100 Extra Features: 70500 j Condo'C6mplex6 l Building: Unit; Update' http;%/ssgl2/intranet/DroDdata/pledit.aspx'?ID=P.L15898 11/6f201"3. .HF � Town of Barnstable SrA Depairtment of.Public works M,M 382 Falmouth Road;Hyannis 1VMA.0250-1 http://www.toWn.b,amstable.mal.ug Office: 508-790-6400 Daniel Santos,Director Fax: 508-790.-6406 Roger.Parsons,;PE.`Town Engineer 8UBJECT:Numbering of Buildings Map No.Ate.* Parcel No. O t 1 r Date: AIO�-aiOC i D.ear�Property Owner, Notice..isvhereby given in accordance.with the General Ordinances of the Town of Barnstable, Chapter III;:Article V,Numbering.of Buildings-'adopted March 8,,1931, revised July 21,1994,: public convenience`and necessity requires the assigriment of number for your property located on ! ftAlotd,4 4t* � t/�I IV- ;STREET NAME VILLAGE This.number should be affixed to your.building so that it invisible from.ihe>sireet:as outlined, in Exhibit"E",,Town of Barnstable Rules and Regulations for Numbering of Buildings: Please..contaet Mr: Frank Schlegel at tlie'Engineering Division at(508) 790-640U.x-4942 and be prepared:to provide-all.telephone numbers at`this.loeation so that your E'=911 account records can be conf`irmed.,when the correct building number is posted. Roger Parsons,PX Town'Engineer ` encl: Rules&..'Rega; Common"Questions: ✓Site Map; .: Assessors:Change Form Tovvn of Barnstable Department of Public Works Technical Support Division 382. Falmouth Road � 41 yannis, MA 02601 ' NN #O3 lSfl g u Vy _ h J� � W I. 1 nl1 0 SI: Z Sid,. E�d basemaps.dgn 11/6013 2:42:13 PNi X property line shown on thla plan are for apurposesing :and dO not r@p nt actual `r relationships to physical objeeft �` 1 Message Page 1 of 1 Schlegel, Frank From: Schlegel; Frank: Sent: Wednesday, November 06,20.1311:51 AM To: Engelsen, Jennifer Subject: RE: 34 Magnolia Ave; Centerville Hi Jen, The owner of this property provided an alternate access to their property a longtime ago and the address assignment was confirmed as#34:I will-send them certified-notice of:this number-assignment and it is not-only:-for-their safetybut"the°safety-of the-- i owners further down Magnolia. I don't have the date or my file when#34 was assigned "BUT"'it is the best working number based on the access provided by the owner. I will follow this up with a copy of the letter:to you so you have it in your files to showthe owner they are in non-compliance with the Town Ordinance. Thank you for following up with this and I"send You,confirmation too.The only way the owner can obtain#60 is"IF"they provide access to their,'property where their road frontage is. Frank Schlegel E911 Data Liaison Engineering Records Manager -=O.riginal-Message---" From: Engelsen,Jennifer Sent: Wednesday, November 06,,2013 1d:A AM 4 To: Schlegel, Frank. Subject "34 Magnolia Ave, Centerville Hi Frank; A contractor was in this AM to get a permit for 34 Magnolia Ave in Centerville. Martin from COMM Fire:was here as well and according to parcel lookup and the fire dept,the owner is using 60 as his address. Martin said.he had contacted you twice to alert the homeowner to use the correct address and the contractor indicated that the homeowner does not want to change it: The homeowner will be doing some further work-on his property and we will not give him.a permit until he has changed the address on his house: Will you please-send him another letter directing him,to ehange'the number on his house? Thanks, Jen 4 S S . (t I! S 11/6/2013 s ��NTtnC:r/�L(;pf i i t I a I f i ���tiC'I.JxF%�' . /h:l C„t_?oytri.l�RJ: __�_'�'.G�?RJE`�-:? . /:�J`0�`!.�•"/E��..:,_-4� •�-�. i 40 4-� 57 .e-t l j TOWN OF BARNSTABLE - - DEPARTMENT OF PUBLIC WORD _ ENGINEERING DIVISION. 367 MAIN STREET HYANNIS;MA 02601 f Message Page;I of I Schlegel, Frank From: Radley, Denise Sent: Wednesday, November 06, 2013 11:59 AM To: Schlegel, Frank: Subject: RE: Full address for Map 225:Pt.tpel 01.1. Hi Frank: BURWICK, JERALD D TR MAGNOLIA-REALTY_TRUST-.._.. i C/O CUKER 20 YOUNG RD WESTON, MA 02193 -----Original Message---- From: Schlegel;Frank Sent: Wednesday; November. 06;2013 11:56 AM To: Radley, Denise Subject: Full address;for Map 225 Parcel 011 Hi:Denise, Could you please provide me with your full mailing address for s parcei listed as'034 Magnolia;Ave-'Centerville. My ; database only shows all the names and town of Weston. It Is rriissi'ng'thestreetaddres for mailing notices Apparently they are.using the wrong address on their house: Thank, Frank l - ; I i l 11/6/2013 M m 46-002 ' l •,, MAP 226 MAP 226= 1-45� 001. 1.5: 779 .4 6 s FP. 1 M 4 4 1 ,2g S ( Rr EN,- _T� _ E MAp 226 �... 143. ON,# 2 r ` A5 k , j�1AP 25" #32 LL �.� }WT J At i` I 65: MAP 226 0 0131 #A0111 , Q; 77 MAP 225 22 f 00 #:7 fw 1 CL M 2. f° --, 14 I 4 fiE>�s a ry t N u r r x v 7 t a a � i f , , a L •4 � m x y a 2 a i s t r e, u M a n basernaps.dgn 19I672013 2 4Q 331 PM' j ILAX OF 1AND IIi BARIIQIULEc 15774 74 i i Nelson Blares, Co &. NOVEMBER 14, 2934 4-4 � q 0) x b66. w E ilk Qj � i 0 4 � v f bYs ,`tib� / • r s o �. PRO ofpf*n 1AND RE IWIAMN MICE JAM 12 WS - seat a 146 d"7w mitow r o � _ ? LIST OF DRAWINGS 11 PAGE# SHEET # DESCRIPTION By 1 Cover Sheet Project Information . a Dr d awing Index . - � _•, - 2 . Sheet A.0 Foundation Plan ® 3 Sheet A 1 First Floor Plan _. 4 Sheet A.2 Second Floor Plan 5 Sheet A.3 Attic Floor Plan 6 Sheet A.4 Elevations • � � � � r FREM 7 Sheet A.5 Elevations � eet A.6 Building Sections FrI 17 8 Sh g 9 Sheet A.7 Building Sections --r*--rrrrnrn-- 10 Sheet A.8 Building Details 11 Sheet A 9 Building Details Sam, R R1 �� ® - 12 Sheet A.10 Framing Tie-Down Details S u Ono " 13 beet A. Window/Door Schedule t hY Yr`M "; n Interior Elevations t-F ----- 14 Sheet S.1 First Floor Framing Plan 15 Sheet S.2 Second Floor Framing Plan 16 Sheet S.3 .. Attic floor Framing Plan 17 Sheet SA Roof Framing Plan 18 Sheet E.1 First Floor P 0olan 19 Sheet E.2 Second Floor Electrical Plan BRAD LEY R, ES I. D E N C E 32 / 34 Magnolia Aye Centerville., •Ma. DATE: March 24, 2016 STRUCTURAL ENGINEERING`. SITE ENGINEER: DESIGNER: f; CONTRACTOR: NORTHSIDE DESIGN E Sullivan Taylor Design M0�� D�Y�CYC�RS REVIEWED uvan Engineering } 7 Parker Road - LLC POB 6A s 41 G OsterviO 65 ozs55 ASSOCIATES A N B BUILDI G DEPT. DATE w.508�2 ngin.c DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN wwwsullivanengin.com , 141 MAIN STREET*YARMOLITHPORT*MA 02675 (508)362-2210. (508)362-9802 (=1� bEPARTMENT DATE . ' NORTHSIDEDESIGN.COM 'ao WMAWAVS APE REQUIRRO FOR PERMITTING--northside1 @comcast.net f7 -T GENERAL NOTES . 1.ALL EXTERIOR WALLS SHALL G!t BE 2X6 @ 16"O.C.UNLESS -D ______-__ OTHERWISE NOTED. ...........;..'..'. DRP WALL FOR aIL.CO•c•Sae 2.ALL INTERIOR WALLS SHALL DE ro• Ir-----� ISONOrUBE WI I I:4 I BULKHEADBE 2X4 @16"O.C.UNLESS FOOTING(BF2 .T.00. N SUPP (TYP.) \ OTHERWISE NOTED. ------- - - -------------------------- A ( --- --- ' i i I IFS BULKHEAD C(OR SHALL VERIFY E TYP. i 3.CONTRA I .. RAGE'To 9WLAB ALL WINDOW ROUGH OPENINGS 7 --------------- _ ------------- 4 - r PRIOR TO ORDERING i_ 1 , `1 1 1 HT NGWINDOWS. --------------" : 1 i .:" I (2)2.10 P.T. ':-''T(1) LVL L----- ,,•, T9 4444.25'COLUMN I %•ANCHOR BOLTS•51' ' ER 'HEADER,FLUSH 1 1 - 4.CONTRACTOR SHALL VERIFY N ALL DIMENSIONS PRIOR TO STD,BASE PLATE I O.C.-MIN.]•EMBEDMENT , _ III EIDGER q CONSTRUCTION.CONTRACTOR „ 1 •, r_ ____________ t 2-�"DIA.ANCHOR I WI9494 Y'PLATE WASHER , I BOLTS TYP. I (TYP.) ' ' 1 • Du.BOLTS•16• 1 1 CRAWL SPACE ' 1 ' I 1 Q.C.(TYP.) 1 I 1 ASSUMES RESPONSIBILITY FOR ------ ----- I I 10'THICK.S4'-6' j. .. ___ _ _ ___ - ET - '. 1 POCK 4'CONC.S I SHIALL nATiNT )..............: ANY I I CONCRETE WALL W 1 I I - ..,..:..:.:.::.:...::..•:'.:.':. RETARD FOOTING HT T 1 ' 1 4D•MIN.FOOTIN - DIMENSIONS N MISSING OR OT T O CONTINUOUS 24410 I I ' ,•.. - - � .•. ::'�____- J � ' ♦�'" 1 J COVERAGE s LAB 011 0 L VAPOR ER I I CONCRETE FOOTING. 1 1 ' 'c r-----.h-- -------------�CRAI -- - 1 '. a THE AT OF THE 1 I VERIFY AND MAINTAIN 1 I I -p I 4'FOOTING COVERAGE I ' ",: 1 DESIGNER. I I .BELOW GRADE I IO THICK,.4'-10 III I I •. I .. 1 ' I 1 - 'CONCRETE WALL L---� 10L SPACE III wig)1 DROPPED I I' . .-.;•::'.,.. CONC.FOOTING. 4'CONC.SLAB II1IIr/ '' I 1 VL � REVISIONS I , r_____________ ______T__________________ __I - I VERIFY AND '�i ON 10 MIL VAPOR I I - �I---1 -INTAM 4' RETARDER I FOOTING COVERAGE _ I ,•. 1 - - ' ` ' GARAGE SLABBelow GRADE 4 1 0 • M' ' Y, 4'CONC.SLAB ON 10 MIL I'DEEP LONTRACTIQJ r'-- J •,'I ___ ___�1 __ ___1 _ g I 1 VAPOR RETARDER DINT CUT WITH EARLY I I POCKET I .. (ENTRY SAW(TYF;.) ` , I I --- ----- ------ I ' 1 - - ___ ` ------- - PIT[M BLAB ld'PER FOOT ' ' a I ' --1 I'I I II �%yp 1 1 I I TOWARDS ODOR I I - - 'i IO THICK.ALL I 1 I I I' 1 : CONCRETE HALL ON 1 1 _ __ ____ _ _ _ -Y'DIA.CONC. TS 4141.25' I •. I'DROP TOP OF ; FILLED LALLY COLUMN CONTINUOS 24111 1 WALL 12'• %'STD 84.9E ATE . I J 1 - r oN 46446412'D. t 2-9••DIA.nNC - 'CONCRETE FOOTING. NO. REVISION- DATE I. DOOR OPENINGS- I. __ ____ CONK.FOOTING(TYP.) BOLTS TYP. VERIFY AND nA1NTAIN' 1 I « - (TYP.) ' ' I 4'.FOOTING COVERAGE I I I TS 4.4'..25-COLUMN .1 1 ` I I BELOW GRADE,: - I ' - ______ __I %'STD.BASE PLATE I I 1 It - I •CRAWL SPACE- I ' - 0 COPYRIGHT ' j t.'2-%•DIA ANCHOR I I 1 1 I (L - NORTHSIDE HEREBY EXPRESSLY RSERVES ITS N - TS TYP. I - I 1(2)2.12 •! II 1 4'CONC.SLAB POR1 _ D-9 COMMON LAW COPYRIGHT. - DROP TOP OF WALL IY• IH r -1 1 ' ROETIARDER MIL VA ' j - THESE PLANS ARE N OT TO BE REPRODUCED, Y CONCRETE APRON ' DOOR OPENINGS(TYP.) CHANGED OR COPIED IN ANY FORM OR DER, �__________ ___-_ __ FLUSW I CL -- e e e 1 - '-i '-9 MANNER WHATSOEVER WITHOUT FIRST n ..:':"�.'. '" ..,., f - I II ; I T9 54'.4'.�5 COL .. N T5 4'.^.25'COLUMN ROH BEAM ------- - - OBTA NING THEE ' ----- I ' W STD BASE PLATE TUBE %' TD. E PLATE I --- EXPRESS WRITTEN It STEEL COLUMN �Lq�•'pP ANCHOR I ' - PERMISSION AND CONSENTOF NORTHSIDE - _ ' CONCRETE AFRON - I T-BOLTS,D P,ANC 1 --- - -- \\ . DESIGN ASSOCIATES NLR ---- - III •�,• ` �__-__ -� -_----_� 5'-o I 1 I 1 i i i 1 -- __ _ -? �♦ \ \ \ BUILDER: (2)2,12 = PROVIDE 10'DIAM. / ' HEADER,FLUSW I I I EAry : I POCKET ' ,`i I SONOTUB!W/BIGFOOT _��♦♦� \ - '-O '-eV FOOTING(BF26)FOR .III `•T I I , - .PORCH COLUMNS TO I I ` 1 - '`- Q---' - f�--' 1 [ I .COLUMN SUPPORT 111 \ \ BEAR ON 10 THICK " I I,, - I T9 4'.41.29'COLUMN (5)1-""-%' %'ANCHOR BOLTS ;' I ABOVE(TYP.) _J \ \ Jv . 4'-0'nIN. I.II 1 yI 'aN 46•,46412'DP. • LVL,DROPPED •36'O.C.MIN.]•. ' \ \ \ - • _ . CONCRETE WALL ON CONCRETE FOOTING EMBEDMENT 1 ,:; 1 Fi III ♦\ \ 1 CONTINUOUS 24412• I - •". 1 W STD:BASE PLATE 4 MYi43'rY'PLATE (CONC RETE FOOTING '• 11 I 1 I 2-%' M.ANCHOR -_ WASHER 1 ' �(3)P.T. LVL III 4' HEADER,FLUSH FOUNDATION PLAN 4 I i I I I I I I B DESIGNER: A.6 i i 1 1 I 1 4 111 (2)P.T.2.12 :ul. I I I - As NORTHSIDE E2.IDGER W(2)%' 10'-IO.10-6• .. 1 IIN HEADER.FLUSH „III. I I DESIGN DIA.BOLTS ib' 1 1 .I2'D. 4,4 P.T.POST ' 1 1 ® ASSOCIATES • - O.C.(TYP.) II II I CONTINUOUS DN.FOR STAIR (3)I-%111_76• I i' 1 _ III •N _ II I 1 �•, I CONC.FOOTING DING(TYP.) LVL.DROPPED I I '! b III. ]-6 4 ,-4Hq 4 7- 4 4 '- 1 .:. 1 '- III III RI DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN -- - ---- ---- -----I r--- --- ' 141 MAIN STREET•YARMOUT-IPORT-MA 02675 IS • ' I __J '-6 FOOTING I I II I (5011)362-22W (5011)362-9R02 - _____ l j ♦ 11 I I NOflTHSIDEDE5IGN COM (2)2.12 P.T. IF --i HEADER.FLUSH ,� II II i. I .. I ♦h 4 \ POCKET UPjBR. ----.--'. - m 1 I 2 ` ' I I - ' STRUCTURAL ENGINEER: - r TAYLOR 4 I � i i ,�: i ..� i II II .III: III i •. i � m'/ _III I I I I ' a u6-= FOUNDATION NOTES: - "1 I " I v� --- "' "' 1 - ; .,III III I I I DESIGN LLC `m' 1.MAIN FOUNDATION WALLS TO BE 10 POURED CONCRETE TL'•900D qi, I I I II I 1 2,_1�,4 ' - 1d,4 J W 2fUS BARS TOP 4 BOTTOM.FOUNDATION WALL TO BE ON 10124• 1 I I I lA' STRIP FOOTING.PROVIDE 3 5 HOR12.BARS CONTINUOUS IN STRIP ---- - FOOTING W KEYWAY.PROVIDE.5 VERTICAL DOWELS•24'O.C. A R I' ' III -----------Tr--- EXTENDED 5'-6'MIN.ABOVE TOP OF FOOTING.PROVIDE%•ANCHOR A.6 =I I I II III III III 111 EXTEND ;' ' II I _I A BOLTS•36'O.C.MAX.MIN.T'EMBEDMENT W 3131Y'PLATE I 1 I FOOTING 12' I ,';'• ' '� Nj•/ ^ - WASHIER. - I 1 .. I3 1_ IV BEYOND I I • II I `D I II !�"LVL. 3) III II�LVL.PwUSH% FIREPLACE :. 12.ALL STRUCTURAL STEEL COLUMNS TO BE W CONCRETE FILLED '- I FLUSH DIMS ♦ICAP PLATTE t]4 n%'BSETO EXTE14D TPLATEE W�TING 'DIA.BOLTS WELD ALL IIi. I 1 •'` CONNECTIONS.FOOTINGS TO BE 4B14B112'SQUARE CONCRETE W �itlTf III _ III I CMUL FOR 1 I ♦II' I SOWS BARS EACH WAY. I _ 1 1 •,`. 1 r _ _ _ _ NOW FIREPLACES S.DOUBLE FLOOR KAST5 UNDER ALL PARALLEL PARTITIONS. ' 4.CONCRETE SLAB TO BE 4'POURED CONCRETE ON COMPACTED FILL. (2)2e0 P.T. ., ' ' III (5)1-%411-%' III II 1. rI `♦ 4 III I I. PROVIDE CONTRACTION JOINTS I•DEEP AT COLUMN LINES.CUT W HEADER,FLUSH I -I 1 1 III y� PPEp r-_ ____ I II II I EON, I I - ` qq EY G 'EARLY ENTRY'9AN. 'I II ' 1 ♦ CAM j__� ' I POCKET' •. III I I . - ___) 5.CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED E N C E BY CODE(WINDOWS OR MECHANICAL) - - - - 4 - --- I}-- 1 1 1 1 I I i- -- I i---- 34 MAGNOLIA AVE. PORCH COLUMNS TO I n I }.2-0 ]'-6 '- T-4 '- I CENTERVILLE,MA. 6.CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS 1 I I I I I I �. I . .MAINTAIN 4'-0'MINIMUM COVER. BEAR ON 10'THICK - 4 -- ---(�- (�- 1 I III r III1. I I T.PROVIDE WEB STIFFENING PLATES AT BEARING POINTS OF STEEL 41-0 MIN' BEAn9(TYP.). CONCRETE WALL'ON II - I - CONTINUOUS 24112' n I -" 1 ' r III 4 ` �{ TITLE D.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL CONCRETE FOOTING 1 II - ,' FOUNDATION COLUMNS. (TYP.) II 1 '; I 9.CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS.ANY �I 11 I III H2EADER, LUSH 'l I I MISSING,INCORRECT OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO - I I CRAWL SPACE THE ATTENTION OF THE DESIGNER BECOME THE RESPONSIBILITY OF 4 .I .� i '�• I I 4 �y III I I I I PLAN THE CONTRACTOR. - - I I I 4'CONL.SLAB I I VAPOR I I 10.GAP-AGE AND OTHER PILLED FOUNDATIONS: LED P.T. II 11 ';: 1 ON 10 M L - I l0'POURED CONCRETE WALL W M.5 TOP AND BOTTOM BARS.FORM LEDGER W(2)%• 1 i 1 %•ANCHOR BOLTS• RETARDER 10 THICK.t5'-4' I 1 III Y II I SCALE: DIA.BOLTS•1&- - -` III FOUNDATION ON 24110 STRIP FOOTING.PROVIDE 2.A CONTINUOUS i-.. ' %'O.C.MIN.]' CONCRETE WALL a, I '_V P.T. N OT TO SCALE TO MIN MM. BARS AND KETw1T IN STRIP FOOTING LAP TOP BARS -O.C.(TYP.) II II I 1 EMBEDMENT CONTINUOUS 24410' ' .: I MEADER, LVL ..III I I I TO WAIN WALL BARS.PROVIDE TRANSITION REINFORCING W.5 BARS I W54E4&'PLATE CONCRETE FOOTING. I HEADER,FLUSH 3i O.C.MAX.MIN.EMBEDMENT PROVIDE 9N19',i%•PLATE WASHER.ANCHOR�T9• H2PADER,P U9W II 11 2)2,12 I I. ER 4'FOOT FY AMIDLp✓ERAGMINTAI E II 11 P,T. I BELOW GRADE ;r' 1 :- I - 1 RL _I I PROJECT#: SHEET F --- --- ---- --------- ---- L _ _ I - _ - .CONTRACTOR �------------ - --- --- 1- 1. SHALL MAINTAIN 36'DIA.CORRUGATED �jII US'MIN.FOOTING - ]'-4 WGRAVEL BED,EEL(TYP)E AT O�- B'- - - OF COVERAGE 4 DATE: c 4 3/24/16. 19 A.7 3/25=166:54:®PM Y\ • ` 1 - GENERAL NOTES 1 1`' BILCO SIZE 1.ALL EXTERIOR WALLS SHALL 'C' ' Al BULKHEAD - BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. o' 4 -o -o �' z'-O' 4 -0 —o B'-GV2 '-o' �_p - I 2.ALL INTERIOR WALLS SHALL _ - BE 2X4 @ 16"O.C.UNLESS N \ - OTHERWISE NOTED. I I I BENCH ONCONTRACTOR m - D OUTDOOR S, \\ ALL WIN OW ROUGH OPEN IN SHOWER ENTRY DECK DN. ('PE DECKING) 4 I PRIOR TO ORDERING WINDOWS. I I GARAGE p 4 ,_ G— =_ _ — _ yF�i� 4.CONTRACTOR SHALL VERIFY _ I (CONCRETE SLAB) I TA — '6�12 PITCH \�a� ALL DIMENSIONS PRIOR TO \ I r B- K CDATTWEDRAL CLG. I — — I m a��P CONSTRUCTION. CONTRACTOR I I r i-71—B7 T W/E%POSED I; ASSUMES RESPONSIBILITY FOR N T BEAMS AND RIDGE _ ANY MISSING OR INCORRECT I' I I I I I^ 36' WASHER _ \ - DIMENSIONS NOT BROUGHTTO STORAGE I I I I I I 'I , b REF' SUNROOM (CONCRETE SLAB) ; I .i L_IJ 1 L L I DRYER (TILE) I I \\\ THE ATTENTION OF THE DESIGNER. ILE PROVIDE Q"YE �PE (TYa'❑ _J L REVISIONS I °X°FIREOODE GINS ENTIRE 20 MINUTE ———— —— — GARAGE/STORAGE WALLS I FIRE RATED c 28N 2-0 AND CEILING DOOR - N. UTILITY CL R BUILT- U W. UILT- ROOM CL —�STEEL BEAM r O r— — , I ABOVE I I TOWEL IN BCUBBI N WFR — F I ;3 60 ELVING r———————-I r—__——— , I 36°W. s .tea VIEW SGL. I I v L' CASED - H L PANEL . N I I I :I TEP OP'G ( III D) FRENCH DOOR %'COOKTOP 06 6-7 B K �_4b2y III I IO,V2 KITCHEN �.W. F ^ \\\ �' —o— NO. REVISION DATE I I I I I COVERED --- — I — \\ ®COPYRIGHT .. APRON 0 11 0 ; I I I PORCH - - ESK I F COMMON LAW COPYRIGNORTHSIDE HEREBY R EXPRESSLY RSERVES ITS SLAND THESE PLANS ARE NOTTO BE 3R fO•' 42, \ HANGED OR COP ED IN ANY FORM REPRODUCED, 12 APRON LAV. PTRY I SINK _ MANNER WHATSOEVER WITHOUT FIRST '-O 0'-70 T-0 - K (ND,)' (WOOD) 30' OBTAINING THE EXPRESS WRITTEN WALL I \\ PERMISSION AND CONSENT OF NORTHSIDE OVEN %DESIGN ASSOCIATES • \ - ---- — -- - I I CONY u E BUILDER: , CL 15°D. ELVING USED OP 'G D,, N 4 TRANSOM 2 6 O 0'-2y 2'-4 WINO"ABOVE II'_II• 74-1 2 OPENING 4868 Ffl I 1 I FULL LITE 4B60 FRENCH DOORS W/ • O _ II OVER. TRANSOM . B ....................'.�.........:............... ... ...................................................I................................................:................................:.............. 2 B P.................... .. ... ....................... A.6 - DEN _ DINING AREAA.6 O (WOOD) (WOOD) DN.4 DESIGNER: NORTHSIDE FIRST FLOOR PLAN m N WET b 7• m 4 LOWER DECK 2 \ c�D�ESSIGN C CL -2y ,- S,-4 •IPE DECKING} ♦ ® ASSOCIATES _ _ 1 2 �4 —4 �4 ll�lN - Hill `\ DISTINCIVE RESIDEMIAL&COMMERCIAL DESIGN _ 4 _____________ ____ 141 MAIN STREET•YARMOUTHPORT•MA 02675 (SOB)362-2210 (SOB)362.9W2 2 -NORTHSIDEDESIGN,COM ' � - � Q northsidelLDcOmtasLnel 4 ® _ UP 17 'PETO- f I LIVINWG,RDOOM G's STRUCTURAL ENGINEER: TAYLOR - L DESIGN LLC DN.3R _ .........�........ N ............... .................................................... .................................... A I • ...m.4 B sTE ....:. .. .. ....... ..... ..........._........... ......LL... � ....... A 6 STAMP: ON. FOY 11 COVERED 9 m C ) I 76 PORCH . - ' (,PE V" 5'-45/ q'-43'4 NOTE, CL • '-W2 '_2 f - 2 -I�B 7'-2 ALL WINDOWS ARE TO BE WOOD 2'2� BURNING PROJECT: ANDERSEN A SERIES '� 4 U ---- — -- FP _ W/APPLIED GRILLES _ i CLOSET _ _ _ ® - PROPOSED _ _ � _ IB°D. � — IB'D.ENTERTAINMT INSIDE AND OUTSIDE - W 5HELVING ENTER _ BRADLEY CL ® 2080— . 2668 ; a HALL ,_p RESIDENCE (WOOD) PROPOSED AREA ] 5 51'° ^ 3 N DIA. 32/34 MAGNOLIA AVE. NON-TAPERED �. _____ a fALUMN TYP. CENTERVILLE,MA. 1ST FLOOR LIVING 2305 SF - ,_I - ______ •;n _ 2ND FLOOR LIVING 2158 SF 1 - TOTAL LIVING AREA 4463 SF - ;�+ TITLE �U, ^' 1ST FLOOR GARAGE/STORAGE AREA 760 SF _ WALK-IN im BATH o• "---- BEDROOM 1 �, N.41 PLAN DECKS/COVERED PORCH 1294 SF - _ (LwoisEj NO.3 -' ------ NO 4 TILE) WER ROOF DECK 390 SF O I -O '-5 ----- (WOOD) tDaGCK TOTAL AREA - 6907 SF DIA. SCALE: _ NOT TO SCALE I2" Wxl3 NON-TAPERE ' NICHE — COLUMN(TYP) IB'D, BAL.CL9JY LI E 36I H.RAILING ' BENCH" PROJECTq: SHEET �y /� . '-0 4'-✓22 15'22 H 1 4 q'_q -C J - DATE: OF q.7 3/24/16 . 19 - 3n5/10166:54:11 PM GENERAL NOTES -0 4'-0 1.ALL EXTERIOR WALLS SHALL 4 P-o ° '_g 3'-Oyj 2'-O r_�'z BE 2X6 @ 16"O.C.UNLESS N N OTHERWISE NOTED. a �, I. ---------- -----------i - _ 2.ALL INTERIOR WALLS SHALL ROOF BELOW 3 DN I 3• I BE 2X4 @ 16"O.C.UNLESS - >< lalz o OTHERWISE NOTED. ---------Q----I N i I I - i 3.CONTRACTOR SHALL VERIFY I. I ALL WINDOW ROUGH OPENINGS '1 �z T PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY [.;��Y F .6R i �* ALL DIMENSIONS PRIOR TO • MUDROOM SUN ROOM f - CONSTRUCTION. CONTRACTOR 1 6e 'I Ii RAF ROOF BELOW ASSUMES RESPONSIBILITY FOR 1 GUEST SUITE/ I: BELOW c� 1 STORAGE AREA 14 1 i ANY MISSING OR INCORRECT ROOF BELOW ! BEDRM.NO.5 ---- I �_a '_qVz I • DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE 0 o o _ RIDGE i DESIGNER. I I I I BATH - 9'-4V2 REVISIONS I v I NO,4 CRICKET NICHE K 3g m o � ,4 3 ]'-�2 KITCHEN ___-_ _____ ____ __ SHOWER ROOF BELOW �N r4Vz ` .. I I 3 3 I VA7 TM 6-7 GAR W 241 ILNI.. - "� GARAGE `0 �' I GARAGE PORCH ROOF 24'D DEL. ---- ROOF BELOW N ! ROOF BELOW I BELOW _ �r �+ 4 MASTER ! u,•.3p' L ,lp �z - D /- BATH TUB O 2 `9 NO REVISION DATE - ,._ ________ __._I____ _� � _B _ _ _II I , - ®COPYRIGHT 6 -0 -O 2xt666 4 N N CI, Ir © COMMON LAW COPYRIGHT.NORTHSIDE HEREBY EXPRESSLY RSERVES ITS -6V2 -+2 _r41i1 -�2 3'- -Er2 'l0 CL 28 LIN THESE PLANS ARE NOT TO BE REPRODUCED, EN N 2 D.ELVES CHANGED OR COPIED IN ANY FORM OR _ -0 4'-0 • ____ - �' MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN 2'-0 WALK-IN DES GIPERMSSASSOCON N ASSOCIATES OF NORTHSIDE CLOSET 4 rr BUILDER: III I ECK �. ..4.... .. ......... ...... ...._.�.i ....... ....HALL L....,. ... .... ..._... - .. _...... 3 r<... ....... ..... ........ ...... . ..._.........� ....... m ] j II 2Raei __II// R A.6 .. ---- DROOM SECOND FLOOR PLAN 2YNx I DRYER ^' 6',4 4O - DESIGNER: WALK-IN NORTHSIDE 27•wx CLOSET WASHER —.— ® DESIGN 1 ° ASSOCIATES DISTINCDVERESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET•YARMOUTHPORT•MA 02675 (506)362-2210 (508)362 9802 y FAMILY - NORTHSIDEDESIGN COM O' a OPEN TO BELOW ROOM OO "Pnn•me1�o�"m�as"e E - Poacu ROOF ON Ib � � STRUCTURAL ENGINEER: - BELOW ®7.6" - �... . 4.. TAYLOR o A ......... .......... RIDGE H .. _ ..... ........ ....... ... � � _. ......... ......... _ _.... ........ ...._....._ As DESIGN LLC LANDING _ m HALL PR E I - - STAMP: REDERCAUNTER _ - n IB•D.BUILT-IN SHELVING NSHELVING Q BAR I I ,_0 TCLOSET''I—__ BRM.E HALL CLOSET _ — ®® BUILT-IN _p ]'-Lyj 2'-I CLOTHING . - 2.2886 2-20W STORAGE . I • PROJECT 266e I PROPOSED 1 -cy4 '-9 C4-5 14 2�- .. BEDR o I 2668 - 4 BRADLEY PROPOSED AREA N •3 ---- O LIN. RESIDENCE � M 1ST FLOOR LIVING 2305 SF O 1-I M4se 3,_ / 32/34 MAGNOLIA AVE. 2ND FLOOR LIVING 2158 SF '^ O NO.2 TOTAL LIVING AREA 4463 SF o �,BATH' - .S CENTERVILLE,MA. GARAGE/STORAGE AREA 760 SF NO.2 ---- DECKS/COVERED PORCH 1294 SF TITLE NOTE, - - - ROOF DECK 390SF ALL WINDOWS ARE TO BE O O° 2ND FLOOR ANDERSEN A SERIES DECK j P TOTAL AREA 6907 SF Wf APPLIED GRILLES Tub O LAN INSIDE AND OUTSIDE SCALE: NOT TO SCALE 4 4 4 ,_p _ - PROJECT#: SHEET 15-22 A.2 A.7 - DATE: OF .. 3/2Q16 19 3 5R0166.54:14PM GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL C BE 2X6 @ 16"O.C.UNLESS A.7 OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL -0 ° -° S x• - ° BE 2X4 @ 16"O.C.UNLESS _ - - OTHERWISE NOTED. ------------- - -----------------T -------- - I Izaa Sda 1 I - -'--- 3.CONTRACTOR SHALL VERIFY —� 1 lads Ixd7 I . I ALL WINDOW ROUGH OPENINGS i GARAGE i 1 i PRIOR TO ORDERING WINDOWS. E ROOF P i 1 i N ROOM 'Ix 1 ROOF - i 4.CONTRACTOR SHALL VERIFY ALL DIMENSION PRIOR TO I ,------------------- 1 I 1 CONSTRUCTIONS CONTRACTOR 5,12 ___ _ ________________________ 1ND FL �— � x"D FL i 1 I - � ASSUMES RESPONSIBILITY FOR STORAGE AREA 1 GARAGE GARAGE 1 STAIR nuDR001'L ANY MISSING OR INCORRECT I ROOF I DORMER DORMER -I DORMER ROOF I I ! DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. I I I 1 I I REVISIONS I I I I• 1 - I I I 1 I I I RIDGE I I 1 I I 1 12.12 j h SY I""D y� _-D,IT__r ___________, ROOF A-12 I I I 1 I i E 8,12 CRICKETJ - 1 4,12 * 5,12 I I � b NO. REVISION DATE N JyY 1 MASTER BATH I KITCHEN PORCH T GARAGE GARAGE ' ROOF 1 w ROOP ROOF j h - ®COPYRIGHT H ROOF ROOF NORTHSIDE HEREBY EXPRESSLY RSERVES ITS I I - COMMON LAW COPYRIGHT. 1 IZ12 Ix� L-� I I I LTHE�SE OR COOR P RED IN ANY FORM REPRODUCED, ----------------------- ---------�- --� - I I I WHATSOEVER WITHOUT FIRST4-12 I I , G THE EXPRESS WRITTEN° 4'- I I 1 ON AND CONSENT OF NORTHSIDESSOCIATES 4,12 \ I BUILDER: PORCH \ / ROOF - R F \.\ I ATTIC j/ BELO \ I / —— ——— — — —-——— 6. DESIGNER: / I \ NORTHSIDE DESIGN AS SOCIATES / I 4x4 P05T ON \ DISTI NETIVE RESIDENTIAL&COMMERCIAL DESIGN FROM RIDGE \ - 141 MAIN STREET'YARMOUTHPORT'MAM675 (5011)362-2210 (S08(362-9R02 41x .Yb' NORTHSIDEDESIGNA.COM nolthsidel@com ON.IAR•7.65'EA. \ . 1ST•q.Ts'EA. rSTRUCTURAL ENGINEER: --- -7YZ i---------- TAYLOR T O I I I A DESIGN LLC I^ R ATTIC I I I w . A.6 •: RIDGE I 'S I A 6 STAMP: rA I I QA a'-II't KNEE WALL I I I - -—————————-i I L——————————— , PROJECT: I ®®. PROPOSED F'RaM RDGE BRADLEY ATTIC FLOOR PLAN »I \\ I I RESIDENCE 32/34 MAGNOLIA AVE. CENTERVILLE,MA. NOTE, _ \\\ TITLE ALL WINDOWS ARE TO BE \\ I /' ATTIC FLOOR ANDERSEN A SERIES _ ----------� I F----------- W/APPLIED GRILLES // I \\ ' PLAN INSIDE AND OUTSIDE .1I \ SCALE: PORCHROOF ROOF F Al I lu \\ F B NOT TO SCALE / \ PROJECiti: SHEET 15-22 A.3 .. C DATE: OF A.7 3/24/16 19 �I _. 3/26/]OI4659'.1)PM © ��_ o O.WALLS SHALL ® 0}10 2.ALL INTERIOR WALLS SHALL � OTHERWISE NOTED. `.�r�, -Tip CONTRACTOROTHERWISE NOTED, 3.CONTRACTOR SHALL VERIFY 4. SHALL VERIFY No No No 9 IN • �::.I....I.L....11 .................li O 1�.1 �.1 I�.� �Q7 .. �•.. ■� .....:.::• :' pie r°� �pi2 I \1 . :•. ...r. THE ATTENTION OF THE .I....I.r....l.l....l.l....l.l....r.. ..:...._......._r......r..._..r. ..r.r... .. IN H p:� I::: L...-1.1 1:�:.:1;:1...,.:1� ■©■ ■O�e ■�■ �:�:..i:��:::'::::::� ©� ■Q■ ©� �:::::::::::�.I..:.:r� ■©■ ■0--------------]: M.OMMINIMIN go ,................... ........... 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INOT TO SCALE r.w....w•w....w.w......mll.l..mll.Im■■11■I■■m11■1.■.11.Im.■11■Im■m11■Im■m11.I■.■11■1■■m11■Im.mll■Im.r�•_�_ •_._••.•___••_•_.-••� -��:.�• ■ �� rINN m11■■tI■11■■■1■11■■■I■m.■Im11■milI..1■■■n11■mill.11■■■I■11■milI■m..I.11■■.1■II■■■1■11.■■...I■■■1■11■m■It ..I.11.mn.11.milIm11■mill■IIt■.I.Inm■11111■■■I■11■■nmll...lmlltm■lmll■■.I.n...l w1■■■■I■1■■■■Int■Inn■■m.1.1■/mill■n.m.1.Irm■1■In■■Itl.t■■1■It/..I..nil.1■1■■11■1■1■■m■1■....■1■nt■■1■I/1 unuunumom..■nn/■.nnounnomnonn■m/uunnnnum..■..m nnm.l mum unlm/nmunmunmumnumn..nnlunuunn■unn■nnnnunnv,nnnuunnunnunml muuuumuu...nmunnl■■uvu.nmontn■■■Iul■nnnunuumu nom , . w■.� •1 - GENERAL NOTES P rc• •e NDER RDOFs lTTP 1 - 1.ALL EXTERIOR WALLS SHALL CONT. RIDGE VENT BE 2X6 • ARCHITECTURAL GRADE (TTP.) S)1-y'.Ii'LVL RIDGE @ 16��O.C.UNLESS ASRgLT ROOF SHINGLES 12 ROOF RAFTERS• OTHERWISE NOTED. I�p� ICE 4 HATER BARRIER B IG'O.G. BV MEMBRANE,CARRY UP 9'-O' (T)I-YSII-76• MIN.FROM EAVE LVL 2)1-y'xu-M• 2.ALL INTERIOR WALLS SHALL • Wcox SHEATHING LVL BE 2X4 @ 16"O.C.UNLESS `--- "- OTHERWISE NOTED Ia1a - 12.12 PITCH 2.S COLLAR PITCH I a12 DORMER 4� TIES•Ii'D.C. y 2x12 DORMER 3.CONTRACTOR SHALL VERIFY nFffu RAFTERS•Ii'O.C. RAFTERS•16'O.C., - ALL WINDOW ROUGH OPENINGS - FLU HEADER. ATTIC POST CH. FL) FROM RIDGE FL USH 2.e HEADER, PRIOR TO ORDERING WINDOWS. _- TOP OF PLATE li_AVE� 7ETTICDOIgtER.S 4.CONTRACTOR SHALL VERIFY Ix9 IA ALL DIMENSIONS PRIOR TO • FASC v �lO n GUTTER 1.4 SOF 1a Ix4 SOFFrt W D.C. Jolsrs• Q a - ASSUMES REISPONSIOBILITY FOR S'BED MOULD f - ATTIC FLOOR -I.-FRIEZE - - - - - - - - - - - - - - - WRAGE 2RD FLU - - - - - - - - - - - - - - - - - - - - - (S)1- •.n-%•- -- - - - - - - - - - - - - ms.FLOOR DIMENSIONS NOT BROUGHT TO BOTT. ANY MISSING OR INCORRECT GLG.JOISTS S 14 (s)1-Y,•.n-k• -B6T3.cLG.Taste THE ATTENTION OF THE LVL"FADER -' - - - - - - - - - - - - - - - - - - - - - - - ATTIC STAIRS ` LVL HEADER LVL HEADER GARAGE DORMERS 12 BEYOND DESIGNER. �;__. DECK RAILING SYSTEM TO LTD I _ _- CLIENT SPECIFICATION y12 RIDGE Io42 P1rcH I HALL FAMILY ROOM is' (TTV DECKING �` y Q REVISIONS j 2.0 RAFTERS - b V ROOF DECK FRAMED W/2x •16•D.C. c 1i•D.C. POST ON. t TAPERED ROOFING FRQ1 RIDGE II-T6'T. PANELS W/AVPER FT. •16.O.C. LVL.HEADER SLOPE 4 SLEEPERS 2.8 CW.JOISTS ABOVE 2ND FLOOR GARAGES _ - - - - - - - - - - - - - - - - - - •16'O.C. - - - - - - - - - - - iSF 6- - 12 - - - - - IIIVA___ ___ ___ BOfT.GLG.JOISTS I . 4 ... - - - - - - - - - - - - ]G-K• (S)2,12 P.T.HEADE (9)I-y'xll-�• -------------- (9)I-Y'.II-T6' MHITE ALUMINUM GUTTER - LVL HEADER -------------- LVL"FADER 1.1 (B)2,12 P.T.HEADER (3)2.16 U.NO. (TYP.) I I I �L)=pV I 8/ I K F I I TURNCRAFT 12'DIA. NO. REVISION DATE I 1 1 POLY-CLASSIC FRP FRONT 1 1 1 1 1 1 1 TUSCAN NON-TAPERED PORCH I I DINING RM.AND I I COLUMN(OR I I I S MLA) COPYRIGHT KITCHEN BEYOND ALUMINUM CAP W FOYER NORTHSIDE HEREBY EXPRESSLY RSERVES ITS II II II 11 12 12 I I I 11 COMMON LAW COPYRIGHT. I I 2666 DOOR TO I I (2)2.12 P.T. THESE PLANS ARE NOTTO BE REPRODUCED, 1 I CRANL SPACE II-M' J.I.• I I HEADER CHANGED OR COPIED IN ANY FORM OR 1 I ACCESS STAIR li'O.0 LIVING ROOM I I IPE DECKING 1ST FLOOR MANNER WHATSOEVER WITHOUT FIRST WRAGE - I - - 1 (TTPJ- _ - - - - ELEVATION n.d OBTAINING THE EXPRESS WRITTEN /1 FIN.DEC15_ PERMISSION AND CONSENT OF NORTHSIDE TOP OP SLAB ' (S)ITyxll-T6'LVL,DROPPED (S)I-y'.II-16'LVL,DROPPED - PROP:PATIO DESIGN ASSOCIATE$ HEADER P.T. I 2.10 P.T.DECK -1§'DIA.CONCRETE CRAWL ELEVATION 14.i' v - -' I FILLED LALLT COLUMN 1 (9)P.T.1-�'.II-7i' BUILDER: bz ON 12•D.corx. SPACE LVL HEADER " PORCH COLUMNS TO.I I I Jr FOOTING(TYP.) I BEAR ON KF THICK I I I :. ' - - I �- ZTryP�T.POST - -T.O_BLAB CELE A,TON 2.20E ry !EAR MIN. i-ul-1� S E C T I O N CONTRACTOR ME CONCRETE HALL ON --____-� L_------' .. PROVIDE 10'DIAM. MAINTAIN OR MIN. CONTINUOUS 24'.12' A FOOTING CONCRETE FOOTING ---- t 1 SONOTUBE I4/BIGF0DT COVERAGE(TTP.) (TYP.) FOOTING(BF2e)FOR _q COLUMN SUPPORT CL COLUMN CLCOLUMN ABOVE(TTP.). . DESIGNER: - • ® NORTHSIDE DESIGN ASSOCIATES CONT.RIDGE VENT 9)I-y11i'LVL RIDGE _ _ DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN (TYP.I 12 ROOF RAFTERS• 16.O C. 141 MAIN STREET`YARMOUTNPORT•MA 02675 I`Y111-76 e•' (I)I-�'.II-TG' " (5(X)362-2210 (S0B)362-9802 LVL RIDGE LVL RIDGE - NORTHSIDEDESIGN.COM . e o F u '---- ----- eo Wdel@comcea.I,e1 POST ON _ • ®T _ _ RO FROM R10GE 7 ES E COLLAR IL' FROM RIDGE STRUCTURAL ENGINEER: T _ O.G. (3)1 a.4 r ATTIC , (s)1_y'x9-YZ V*YLOR' LVL HEADER (9)I-Y•xll-T6' LVL HEADER VALLEY POST ON. LVL - LLC _ - RAFTERS• 2.12 FL 2.10 JOISTS 1 li'O.C. FROM RIDGE VALLEY•III-�• �� • 12 - 16'O.C. 4y T46 PLYWOOD U••O.G. SUB-FLOOR GLUED 5� _ - - - - - - - AND NAILED(TTP.J INSULATION TO CODE - _ _ - - - - - - - - - - -ATTIC FLOOR WRAGE 2ND FLU - - - BOTT.CL6.JOISTS - - - - - - - - - - - - - LVL HEADER LVL HEADER - �4 t• A GARAGE DORMERS - - - 17 - - - - - - I-L'.II-76' K D LVL 12 HALL HALL "FADER MASTER ROOF DECK BEDROOM ROOF DECK FRAMED W &•IL'O.C. @ TAPERED ROOFING 1�t-----III PANELS W/#'PER FT. (S)I-y•.II-M• \`I II-T6'T.J.I.• (B)I-y.II->'6' SLOPE 6 SLEEPERS 2x10 RAFTERS 2 VL HEADER I `.1 W O.C. LVL HEADER ABOVE - LEY _0 Ii'O_C._ Q _211D FLOOR GARAGE• I-] - , 2 - RESIDENCE WHITE ALUMINUM GUTTER T.O.P.. (S)a.17 P.T.HEADE 2.8 CLGTrT 9)7aa P.T.HEADER 32 34 MAGNOLIA AYE. JOISTS VL HEADER CENTERVILLE,MA. Wo.c. 1 1 8/ K F I POLY-CLASSIC AS 12'DIA. FRONT, DEN - DININ �, TUSCAN NON-TA ERED ,b TITLE PORCH KITCHEN RM. DECK 1 I COLUMN(OR SIMILAR)W. BUILDING 11 12 12 SUBTIIG FLOOR'GW CUED BEYOND I I ALUMINUM CAP FLASHING AND NAILED(TTP.) " SECTIONS II II-T6•T.J.I.• IPE DECKING I I PE DECKI li'O.C. (TTP.) I I ELEVATTON ILEOR - - - - +-+ - - - - - - - - - - - - � SCALE: GARAGE. TOP DF BLAB NOT TO SCALE (s)1-V'1111-i6•LVL,DROPED (S)I-y•.II-M'LVL,DROPPED 2.10 P.T.DECK T 2.1a P.T. _TA(2)212 P.T. 1 D IECKPJ019T9• TS 4•.4'.. COLUMN LVL B S.ly DIA.CONCRETE • HEADER -.• HEADER 1 u'O.C. ON 8649i 12'p1 9T12OEE'L COL N VFILLED LALLT COWN01 EIDGER W/2 16• 1 1'YP.).T.P09T I � SHEET 1 CONCRLIT LNG ON 4614&1lY D.CONC. DIA.BOLTS 2 W I SECTION h10 P.T. CRAWLS ACE FOOTING(TYP.) (S)P.T.I-q'dl- • I PROJECT# I LEDGER W/(a)O6' D.C.LTP.2 j LyL HEADER I- CRAWL SPACE,T.O.SLAB 1 DIA.BOLTS IL' - - - -I i - - - ELEVATION la.a5 I F.C.(TYP.) .. �� a LOL.UMN -y COLUMN 15-22 A.6 , `---' DATE: OF 3/24/16 19 � 3251t0166:54'I6 GM _ - - GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. A.X 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY 1e �III ALL DIMENSIONS PRIOR TO .12 PITCH e,12 PITCH I CONSTRUCTION. CONTRACTOR Y ASSUMES RESPONSIBILITY FOR +42 PITCH ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO 12 .2 THE ATTENTION OF THE 012 PITCH 12 12 - DESIGNER. LINE OF GARAGE (-— —————— ——————— REVISIONS IN FOREGROUND ® ® ® _ — — — _ p12 . _ I PITCN it I— — — — — — VEN CONfTTGP)— — _ — _ _ — — _ — — TOP OP PLATE-0- - - lRD(GI O.L. ® .2Y10 RAFTERS• 10 I _ , tare cLG.JDlsrs• - 4,12 HITCH 12 NO. REVISION DATE MUD ROOM ROOF EAVE r T� 'm1 ALUMINUM DRIP EGDE IL•O.C. 1' • WHITE ALUMINUM I 1 0 COPYRIGHT GUTTER I�DE TION PE < 4,12 PITCN _ _ 4.12 PITCN _ _ _ 1ND FLOOR NORTH SIDE HEREBY EXPRESSLY RSERVES ITS COMMON LAW COPYRIGHT. • (A FASCIA THESE PLANS ARE NOT TO BE REPRODUCED, I�Bt VENTED SOFFIT _____— —— ——————— _—_ — — —�. (ALIGN W/SUN ROOM SOFp1T) T.O.P. CHANGED OR COPIED IN ANY FORM OR • B12 FRIEZE I (B)2.10 (B)2,12 P. — -FRCI T P MANNER WHATSOEVER WITHOUT FIRST MUDROOM HEADER HEADER OBTAINING THE EXPRESS WRITTEN _ _ _ _ •D_ 10 - PERMISSION AND CONSENT OF NORTHSIDE T DESIGN ASSOCIATES - - - 12'DID. K 1 ROUND 9 \ 7 9 _ COAT) ILT-N FIBERGLASS FTI Noacs pB COLUMN- I BUILDER: D SIGN O LASED CAP AND �OPY. BASE 9P IFI� ION I I 2�10 P.T. I-I IPE DECKING. I TIM TS (TYP.) - JOIS li' D.C. IST FLOOR (2)2�10 P.T. I ., HEADER ELEVATTIa�T.O� ' •• 11-}i'T.J.I.1 li'O.C. • N TTT 2,10 P.T.DECK alo P.T. CRAWL SPACE POST P.T. (s)alo P.T. d ' - DESIGNER: JOISTS•W O.C. LEDGER-0) I HEADER - NORTHSIDE W DIA. I — — _ _ _ _ _ I Off.Lam. — —j _ PROVIDE UY DW. SON I TUBE aN DESIGN I y CONTINUOUS 10x20- » f 11JI talc.EDDYING ASSOCIATES ,_Ilr•, �,-i - X - - DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN �D 141 MAIN STREET•YARMOUTHPORT•MA W675 .. A.X - - 15081362-2230 ISD81362-9802 ' NORTHSIDEDESIGN.COM C SECTION narthsidel@aumcasLPM STRUCTURAL ENGINEER: TAYLOR LLC 0 OF iIE.e RE T Y• a _ sfi Y ENCE 32/34 MAGNOLIA AVE. CENTERVILLE,MA. 10 TITLE BUILDING SECTIONS SCALE: NOT TO SCALE -^ - - PROJECT#: SHEET 15-22 A.7 _ DATE: OF 3/24/16 19 - 3rzsizoiss:sa:z1 PM GENERAL NOTES I.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL - BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. 2x6 CUT RIwER 3.CONTRACTOR SHALL VERIFY nr' C. ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. ASPHALT ROOF SHINGLES 4.CONTRACTOR SHALL VERIFY RIDGE VENT ALL DIMENSIONS PRIOR TO SIDING SEE ELEVATION ROLL VENT $°COX SHEATHING _, ASPHALT ROOF SHINGLES CONSTRUCTION..CONTRACTOR 'TYVEK'HOUSEWRAP INSULATION PER CODE ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT RIDGE BOARD y°COX PLYWOOD PTRUCTUFrL 51ZES IV GINS e,/SKIM COAT PLASTER DIMENSIONS NOT BROUGHT TO F AY VARY ON Ix STRAPPING•16'O.C. Lp,CM °fJP THE ATTENTION OF THE p1 �FP DESIGNER. 2.6 i 16°O.L. ICE AND WATER BARRIER MEMBRANE V0 QFQ?�� � REVISIONS INSULATION PER CODE Ise FELT PAPER CARRY UP 9'-O°FROM SAVE �(- v`• 5/B°COX PLYWOOD AL.DRIP EDGE' Vb PT 6 MIL.POLY VAPOR BARRIER RAFTER VENT OVER ICE E WATER BARRIER LCC PAN/5HELF.PTO. WHERE INSUL lz . 11 i'G.W.B. F IN!M, TI ALUMIN.GUTTER ` PER CODE 2.12 RAFTERS - — ALUM.GUTTER _ - CARA-VENT STRIP VENT - Ix8 PTD. BED MLDG. - BEo MOLDING NO. REVISION DATE ' IXI2 FRIEZ - , ' ®COPYRIGHT TYPICAL NALL DETAIL WC SHINSCE 50-0 NORTHSIDE HEREBY EXPRESSLY RSERVES ITS ° 1 TYSCAEA L2°RID° E VENT DETAIL TYP.WALL _ TM�PLANSA AMON LAW RE TO BE REPRODUCED, 'I SCALE I-I/2 I-O° CHANGED OR COPIED IN ANY FORM OR L - MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN 3 TYPICAL EAVE DETAIL DESGNSAISSSOCIATE ONSENT OF NORTHSIDE SCALE 1-1/2' - 1'-0' BUILDER: TYPICAL RAKE I CORNICE . SCALE 1-1/2' 1'-0° DESIGNER: NORTHSIDE .. ® ASSOCIATES DESIGN TYPICAL WALL .. _ DISTINCTIVE RE6IDENTIALB COMMERCIAL DESIGN 141 MAIN STREET•YARMOUTHPORT•MA W67S 1608)362-]210 (508)363-9803 NORTHSIDEDESIGN.COM FRAME LINE northslde3LDcomcasLnet ' DOOR - - � COMPOSITE DECKING ' CARRY MEMBRANE TO BOTTOM OF DOOR, IS-UP, y/4'PLYWD.SUBFLOOR STRUCTURAL ENGINEER: WHERE NO DOOR. " IRONWOOD IPE DECKING OR TAYLOR FINISH FLO 2xIO P.T. DECK ALUMINUM FLASHING SLEEPER 1 f OFI ADHERED JOISTS 16,O.C. DESIGN LLC / -' ROOFING - R MEMBRANE SEE FRAMING PLAN F 2.10 P.T.LEDGER TAPEEBREDPEROOFING PAFT. NELS a /2-5/6°CIA. l SLEEPERS ABOVE - .LAG BOLTS 16'O.C. FOR ROOF D HEADECK - P.T. HEADER 1/2'PLYWOOD VERIFY JOISTS SIZE 4 II 1/8° TJI - _ _ _ _ J ' - 6°x6'P.T. POST PACING ON FRAMING PLAN ' 11]/B'TJI FLOOR 6J L METAL JOISTS 16,O.C. FRAMING HANGER - 2xB DECK SIMPSON ABU" JOISTS 16'O.C. - < -H D 11 o -� LEY II L d , A`E < I� METAL FRAMING HANGER - - A =_= FOUNDATION WALL _ DENCE \ 8 2.5 P.T.LEDGER I/1°G.W.B. i , s/n°. n]re° m 32/34 MAGNOLIA AVE. LAG BOLTS 16'O.C. LVL FLUSH HEADER PROVIDE 10'DIAM.SLNOTUBE < 'v CENTERVILLE,MA. W/BIGFOOT FOOTING(BF2�) i A 4 FOR COLUMN SUPPORT ABOVE - - TITLE ROOF DECK DETAILS SCALE 1-1/2' I'-O' ' K�JITYPICAL DECK 'LEDGER r SCALE: - SCALE I-I/2° I'-O" . NOT TO SCALE ��TYPICAL DECK POST DETAIL rPRO7JEC-7r#: sHEEr /2° � I'-0° 1Ae8 _ DATE: OF 3/24/16 19 •, - •.n ` 3/ES(1p166X'32 PM" GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTH ER W ISE'NOTED. TS 4'.4'..25'COLUMN 3.CONTRACTOR SHALL VERIFY ON 96'.36'.12'OF.CONCRETE FOOTING ALL WINDOW ROUGH OPENINGS W STD.BASE PLATE 4 2-5/6'DI PRIOR TO ORDERING WINDOWS. cooRD. M.w/ ANCHOR BOLTS TYP. BITUMINOUS JOINT FILLER, DOOR LOCATION TOP OFF W/ FLEXIBLE 4.CONTRACTOR SHALL VERIFY 6'APRON, THICKEN TO B' q" CONCRETE SLAB JOINT SELANT,' •DOOR OPENING DO NOT N CETE WALL BIT.JT.FILLER, 51KAFLEX IA', ALL DIMENSIONS PRIOR TO GARAGE DOOR UNTIL CONCRETE ST TOP OPP w/FLEXIBLE - CONSTRUCTION.CONTRACTOR ATTAINED 7 DAY 9TRENGTN ,PINT SEALANT b MIL. POLY VAPOR RETARDE AND Barth TOP BOTTOM CONCRETE FOOTING AND WALL ARE PROPERLY ASSUMES RESPONSIBILITY FOR 3'-0"x3'-0"XI'-0" ANY MISSING OR INCORRECT 20 a5 REBAR Ilj'.Ik°.)," SERCURED. _ .; I r' ,. F 6%i 6/6,TOP 1/9ASE PLATE CONT.0 GALV.ANGLE w/a4 _1�II—IIII, OF SLAe 6X6 6/b WWF, TOP I/3 DIMENSIONS NOT BROUGHT TO PERIMETER ANCHORS 0 3'-0" _ . ,� OF SLAB THE ATTENTION OF THE O.C.MAX' 20 e5 REBARS,CONT. 4'CLING.SLAB•TOP 4 BOTTOMINN 6x6 6/6 WWFIII= I ''.`...' • • REVISIONS FTOP I/3 OF SLAB CARRT DAMPRODFING ' � PACTED — —— — F'COMOVER TOP OF 1I I=III . .'.. .FOOTING —I L T r r -e 1 ? v -1 I. d - 2X4 KEYWAY +- O H 3@ #5 RE 5 ' - EACH WAYSS (TYPICAL) ad d - 30 x5 REBA.R5,CONT. a 4 Gd d O - L ' a d. a d 2x4 KEYWAY 4- / IIII=1�I1=III=IIII=IIII IIII=IIII=IIII=IIII=IIII= NO. REVISION DATE 2 @ A5 REEAR5,CONT. d =IIII=IIII IIII=IIII=III=IIII IIII=IIII=I III Hill N COPYRIGHT //\ NORTHSIDE HEREBY EXPRESSLY RSERVES ITS COMMON LAW COPYRIGHT. \/ / THESE PLANS ARE NOT TO BE FORMREPRODUCED, xx G CHANGED OR COPIED IN ANY FORM OR FIRST // // /�\\\/\\\/\\X \. °'.0,"re`um.rV,nm �am'�"'¢orn.rteao IN, 4'-O• MI MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSI DE �� TYPICAL SLAB t FOOTING _ DESIGN ASSOCIATES � 1 6°COMP.'FILL 9 SCALE I-I/2' I'-O' ur°Rrr ews�a� « rcP 8 GARAGE APRON DETAIL BUILDER: .. SCALE 1-112" 1'-0' �n1COLUMN FOOTING DETAIL _ I U SCALE 1-1/2" 1'-0" DESIGNER: NORTHSIDE •TYVEK'HOLMENRAP DESIGN $°Cox PLYWOOD ASSOCIATES 2.6 IF 16'O.C. - DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN ` - 141 MAIN STREET•YARMOUTHPORT•MA 02675 INSULATION FLOOR JOIST PER CODE - (S0R136i-2i10 (50R)362-9802 NORTHSIDEDESIGN.COM 6 MIL.POLY VAPOR BARRIER n"nhsidelQJmmcasLnet IV G.W.B. � 2xb BOLTED BLOCKING STRUCTURAL ENGINEER: $' ER MANUFATURER'5 T4G PLYWD.SUBFLOOR TO FLANGE STALLATION N 5P C5. - GLUE 4 NAIL TO JOISTS �"Q'YLOR HOLD TOP OF J015T DESIGN C[_•I/^f�1 1 1/'• SIDING SEE ELEVATION ® 1/5"ABOVE TOP OF C.J GN LLC RIM JOIST OR DBL.PERIMETER FACE MOUNT HANGER rr•�� '/.� CDX P.T.PLYWD. 0 BOTTOM&' • - _ BEAM SIZES,VARY. 2.6 P.T.SILL II 7/8" TJ 0 T SILL SEALER BEAM SIZES VARY PAD BEAM 0 I 51W ANCHOR BOLTS•36'O.C. - - - WIN.7'EMBEDMENT - /3'x311/4'PLATE WASHER 0 FILL 4 TAMP 5'OUT FOR A I'/FT.SLOPF��PROVIDE II 12'BED OF$'STONE II d - WHERE NO GUTTERS - It - CE A \_.4 ENCASE STL.BM. r MAGNOLIA AVE. 2 @.5 REBARS CONT. IN FIRE RATED BOLT 2X PADDING THROUGH CENTERVILLE,MA. t AROUND ALL OPENINGS - SHEETROCK STEEL BEAM W/ 1/2' DIAM A325 BOLTS @ 2'-0'O.C. HORIZ. UAMPROOFING "T - a 2.0 BOLTED STAGGERED TOP f BOTTOM TITLE - TO FLANGE FLOOR JOIST,__ 7DETAIL S JOISTS MAY ALSO RUN OVER TOP OF BEAM TYPICAL SILL DETAIL JOIST TO STL. BM. CONNECTION SCALE: I I SCALE I-I/2° 1'-0° &,GARAGE ISTTO-STL. BM_ CONNECTION - 13 SCALE 1-1/2' - 1'-0" NOT TO SCALE I-I/Y I'-0' . -• - PROJECT#: SHEET - 15-22 A.9 DATE: OF 3/24/16 19 T - 31i6/i61665":3"TVA GENERAL NOTES ' 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. ` 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS FTER•I&- OTHERWISE NOTED. O.C. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS sx&DBL.TOP PLATE PRIOR TO ORDERING WINDOWS. RAFTER R InPSp1 SPb 5 EA. . i DEL TOP PLATE 4.CONTRACTOR SHALL VERIFY °Q , (20 GA.) ALL DIMENSIONS PRIOR TO • 1 I. CONSTRUCTION.CONTRACTOR TOP PLATE i ASSUMES RESPONSIBILITY FOR 1 I - ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE - 2x STUDS @ 16° O.C. DESIGNER. I I el I I )�AFER TO PLATE CONNECTION • HEADER I,j 2,STUDS @ 16' O.C. REVISIONS •I SCALE:N.T.S. FULL NT. HDR UPLIFT �J BTM PLATE ° STUDS STRAP JACK . STUDS WINDOW SILL ` PLATE • - � c�>�-� � RIM JOIST ' 12 GA.ANC14ORS \ BEAM AND (TYP.) 2-96'END STRAP - 1 < II s LOOR JOISTS DISTANCE LSTA 0 EACH RAFTER iI NO. REVISION DATE 4- - - SILL PLATE 0 COPYRIGHT \ • • _ NORTHSIDE HEREBY EXPRESSLY RSERVES ITS RIDGE BEAM 'II' u COMMON LAW COPYRIGHT. - 1 THESE PLANS ARE NOTTO BE REPRODUCED, • a 4' CHANGED OR COPIED IN ANY FORM OR DIA. 1/2"COX:SHEATHING- 4 I MANNER WHATSOEVER WITHOUT FIRST L NOTE, ANCHOR BOLTS SILL PLATE TO TOP PLATE OBTAINING THE EXPRESS WRITTEN RIDGE STRAPS ARE NOT •36'O.C.MIN. SEE NAILING SCHEDULE PERMISSION AND CONSENT OF NORTHSIDE REQUIRED WHEN COLLAR 7'EMBEDMENT DESIGN ASSOCIATES TIES OF NOMINAL 1.6 OR - W/3'x3"xY' 2.4 LUMBER ARE LOCATED - PLATE WASHER 5/5' ANCHOR BOLTS®36"O.G.IN THE UPPER THIRD OF MIN. 7' EMBEDMENT- BUILDER: THE ATTIC SPPACE AND - - - ATTACHED TO RAFTERS w/3°x3°xl/4" PLATE WASHER U51NG(5)IOD NAILS O EACH END STUDS AND HEADERS SILL TO PLATE CONNECTION W/SHEATHING *yjRIDGE BAND STRAP �/ SCALE:N.T.S. ' SCALE:N.T.S. 04 SCALE:N.T.S. _ DESIGNER: NORTHSIDE - • ® DESIGN ASSOCIATES JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN COMMON NAILS BOX NAILS- - - - - - - - 141 MAIN STREET•YARMOUTHPORT•MA 02675 ROOF FRAMING - (608)362-2210 (60RI362-9W2 NORTHSIDEDESIGN.COM BLOCKING TO RAFTER(TOE NAILED) 2-Bd 2-IOd EACH END - northsidel@comcascnet RIM BOARD TO RAFTER(END NAILED 2-16d - 3-16d EACH END WALL FRAMING - - -- - STRUCTURALENGINEER: TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-1- 5-16d AT JOINTS - TAYLOR STUD TO STUD(FACE NAILED) 2-16d 2-16d 24'O.C. HEADER TO HEADER(FACE NAILED) I&d I&d - 24°O.C.ALONG EDGES GN LLC FLOOR FRAMING 1/2'COX SHEAT141M CONTINUOUS HEADER JOIST TO SILL, TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-IOd PER JOIST ®MULTIPLE OPENINGS. BLOCKING TO J015T(TOE NAILED) 2-8d 2-IOd EACH END Z, 3 BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 5-16d 4-I6d EACH BLOCK - - LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) - 3-16d 4-16d EACH JOIST \\� 2)16d COMMON - JOIST ON LEDGER TO BEAM(TOE NAILED) 3-6d 9-IOd PER JO15T - NAIL5 6"O.C. BAND JOIST TO JOIST(END NAILED) 3-16d - 4-16d PER J015T - SIMP50N BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D 3-16d PER FOOT NAIL Bd COMMON EXTEND HEADER HTT5 ROOF SHEATHING - NAILS @ 3'01 TO KING STUD ' WOOD STRUCTURAL PANELS NAIL TOP PLATE I D RAFTERS OR TRUSSES SPACED UP TO Ib'O.C. Bd IOd 6'EDGE/6"FIELD 2-. 5/B°ANCHOR BOLTS TO BTM.OF HDR. I1 - LEY RAFTERS OR TRUSSES SPACED OVER I&'O.C. Bd IOd 4' EDGE/6'FIELD w/3'x3° PLATE WA5.ER5 2 ROWS 16d NAILS 1� @ 3° O.C. it GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG Bd IOd 6' EDGE/6°FIELD - SI DENCE GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL Bd IOd 6'EDGE/6°FIELD OPENING - . ' OUTLOOKER9 I GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS Bd IOd 4'EDGE/4'FIELD FOUNDATION- {I, 32/34 MAGNOLIA AVE. CEILING SHEATHING CENTERVIILE,MA. 00 GYPSUM WALLBOARD 5d COOLERS - 7'EDGE/10°FIELD - _ TITLE WALL SHEATHING WOOD STRUCTURAL PANELS " DETAILS STUDS SPACED UP TO 24.O.C. Bd IOd 6'EDGE/12-FIELD - )V AND 2%e FIBERBOARD PANELS Bd - 3'EDGE/&'FIELD Y2'GYPSUM WALLBOARD 5d COOLERS - 7-EDGE/10'FIELD FLOOR SHEATHING SCALE: C NARROW WALL BRACING C CORNER STUD HOLD DOWN NOT TO SCALE 1'OR E55 TURAL PANELS bd IOd 6- EDGE/1'FIELD C SCALE:N.T.S. r SCALE:N.T.S. •- GREATER THAN I• IOd I&d - '6' EDGE/6'FIELD - PROJECT#: SHEET 15-22 A.10 OFF - DATE: ✓ 3/24/16 3/26R°166513— _ GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2XG @ 16"O.C.UNLESS OTHERWISE NOTED. - - '.2.ALL INTERIOR WALLS SHALL • - BE 2X4 @ 16"O.C.UNLESS - �- OTHERWISE NOTED. WINDOW AND EXTERIOR DOOR SCHEDULE - 3.CONTRACTOR SHALL VERIFY WINDOWS ALL WINDOW ROUGH OPENINGS - - - PRIOR TO ORDERING WINDOWS. MARK MODELtl MANUFACTURER TYPE tlOF UNITS UNIT ROUGH OPENING REMARKS A AAN2424 ANDERSEN A-SERIES AWNING i 2'-4-x 2'-4' TEMPERED GLASS - 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO . B AAN2624 ANDERSEN A-SERIES AWNING 1 2'-4'X 2'-4' ' CONSTRUCTION.CONTRACTOR C AAN262B ANDERSEN A-SERIES AWNING 7 2'-6'.2'-5' GLASS - ASSUMES RESPONSIBILITY FOR D AAN21020 ANDERSEN A-SERIES AWNING MISSING OR INCORRECTNG 1 2'-l0•.z'-e° DIMENSIONS NOT BROUGHT TO E ACW2456 ANDERSEN A-SERIES CASEMENT 2 2'-4'v 3'-B° THE ATTENTION OF THE F ACW2B40 ANDERSEN A-SERIES CASEMENT 4 2'-B'x 4'-0° - - _ DESIGNER. G AC101060 ANDERSEN A-SERIES CASEMENT 2 2'-10'.a-0' REVISIONS H ACWBOBB ANDERSEN A-SERIES CASEMENT 1 3'-0'v 3'-B'. _ - I ACW505B ANDERSEN A-SERIES CASEMENT 7 3'-0' J ADH2638 ANDERSEN-A-SERIES DOUBLE HUNG 2 2'-6°x 3'-a° K ADH2640 ANDERSEN A-SERIES DOUBLE HUNG 5 2'-6'x 4'-0° L AD42544 ANDERSEN A-SERIES DOUBLE HUNG 2 2'-W v 4'-4' M AD142045 ANDERSEN A-SERIES DOUBLE HUNG 4 2'-B'x 4'-B' 1 _ N ADH21044 ANDERSEN A-5ERIES DOUBLE HUNG II 2'-10'v 4'-4° - _ - 0 ADW3045 ANDERSEN A-5ERIES DOUBLE HUNG 4 3'-O'x 4'-0° P ADHW54 ANDERSEN A-SERIES DOUBLE HUNG I 3'-O°v 5'-4' - - ' NO. REVISION I DATE 0 ADH3250 ANDERSEN A-SERIES DOUBLE HUNG 1 _5'-2°x 5'-O° R ATV21016 ANDERSEN A-SERIES VENTING TRANSOM 2 ®COPYRIGHT NORTHSIDE HEREBY SLY RSERVES ITS 5 ATVBOIB ANDERSEN A-SERIES VENTING TRANSOM 7 i 6011 TV. COMMON LAW COPYRIGHT. THESE PLANSARE NOTTO BE REPRODUCEJE T ATF4010 ANDERSEN A-SERIES FIXED TRANSOM 5 p p p p CHANGED OR COPIED IN ANY FORM OR DIRECT SET OVAL MANNER WHATSOEVER WITHOUT FIRST U AOVLDI824 ANDERSEN A-SERIES WIEN NDOW 2 OBTAINING WHATSOEVER WITHOUT PERMISSION AND CONSEM OF O I DESIGN ASSOCIATES EXTERIOR DOORS - - BUILDER: I_ FWGD606B-R ANDERSEN A-SERIES PAT=D GLIDING 3 - N - 2 FWGDi06B-L ANDERSEN A-SERIES FRENCHWOOD GLIDING I PATIO DOOR FRENCHWOOD HINGED 3 FW14ID6068 ANDERSEN A-5ERIE5 INSWING PATIO DOOR 2 I_GII 4 FWSLD ANDERSEN A-SERIES FRENCIIWOOD 10 CUSTOM SIDELITE FRENCHWOOD 5 FWTD-1-6018 ANDERSEN A-5ERIE5 5A514-5ET TRANSOM I - 10 - .. WINDOW D 6 FWTD-I FRENCHWOO ANDERSEN A-SERIES SASH-SET TRANSOM 2 . DESIGNER: CUSTOM w1NDow - - - ® NORTHSIDE 7 TBD ENTRY DOOR I 2'-9°x 6'-d5° DESIGN B TBD ENTRY DOOR a 3'-1'x i'-8w - • 9 TBD - ENTRY DOOR 2 - - ASSOCIATES SIDELITE 10 TBD ENTRY DOOR I __ AL DESIGN TRANSOM -T - 1141 MAIN DISTINCTIUSTREET•YAIRMOUTOHPORT•IM 0267S II TBD VEERRHEAD GARAGE 1 - __— (508)362-22W (508I 362-9.2 12 TBD OVERHEAD GARAGE 2 - - _ NORTHSIDEDESIGN.COM NOTES 000R -,� northsidel@mmcastnet ALL PROPOSED WINDOWS TO BE ANDERSEN A-5ERIE5 UNLESS OTHERWISE NOTED. I_ -� n - STRUCTURAL ENGINEER: TAYLOR DESIGN LLC .. - STAMP: ♦ PROJECT: J PROPOSED FIREPLACE ELEVATION BRADLEY RESIDENCE 32/34 MAGNOLIA AVE. CENTERVILLE,MA. TITL DOOR&WINDOW SCHEDULE/ INTERIOR ELEVATION SCALE: Y NOT TO SCALE -- - PROJECT SHEET 15-22 q.11 _ - DATE: OF 3/24/16 19 / 3%5/201663°:39 PM GENERAL NOTES ' 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS • t OTHERWISE NOTED. P.T.P09T2.ALL INTERIOR WALLS SHALL r _ BE 2X4 @ 16"O.C.UNLESS JOTHERWISE NOTED. w ----- HEADER - ---- --- - 3.CONTRACTOR SHALL VERIFY • __ - ALL WINDOW ROUGH OPENINGS rTTT PRIOR TO ORDERING WINDOWS. - (2)I-y�PLU LVL ,w .T. ECK H DER,FLUSH 4.CONTRACTOR SHALL VERIFY hl0 P.T. 1 OIS 9� L'G G. ' LEDGER BGLTS T. 7L• DIA - ALL DIMENSIONS PRIOR TO . •IL' • - O.D.(TrP.) EAM 11-V TJI FLOOR � CONSTRUCTION.CONTRACTOR POCKET JW9 •Iv O.c. ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE I LVL,DROPPED DESIGNER. REVISIONS . 9 4141.T!'COLUMN - M'STD.BASE PLATE ' IR 4 2-15'DIA.ANCHOR III (9)I-y111-TL• BOLTS LVL,DROPPED B POCKET _I L -V DIA.CONi RET .r. ILL D 9 EEL L N ryp. NO. REVISION DATE I II I F 0 COPYRIGHT h10 P.T. 11 91 IL O.0 9T DEC JOI T9 � < NORTHSIDE HEREBY EXPRESSLY RSERVES ITS Ii O.0 COMMON LAW COPYRIGHT. THESE PLANS ARE NOTTO BE REPRODUCED, _ -- t CHANGED OR COPIED IN ANY FORM OR IMF ———— —1 i L —————————————— MANNER WHATSOEVERWITHOUTFIRSTOBTAININGTHE E%PRESSWRITTEN TUB ST EL ------------ PERMISSION AND CONSENT OF NORTHSIDE ---- — (T)h12 P.T. , 5 4'4'.. ———- ——— ————-� DESIGN ASSOCIATES hw P.T. HEADER,FLUSH , DECK JOISTS U N =__—__ __ _ __—\ \ - I �\ �� \ �' .BUILDER: 1 - I ET L9•1- •IIPD LE ( PoeET III P.T.2•• ' \ \� 01 P LEDGER-(2))16' , h10 P.T. I h10 P.T. -� DIA. 0 16' . - O.C. npj P.) I I •K'O.C. •li'O.C. \ • I' III a II 11 I I I I I e II DESIGNER: I s Ti. IL•C.C. °1 II 1 NORTHSIDE DESIGN LEDGER'W I u L ® ASSOCIATES � 9 CLT` ;000 ,p I I DISTINCTV RESIDENTIAL&COMMERCIAL DE5IGN(V)1 ' -E F EDI R E P.T ILD TEE LA T B HEADER, UM (TY ET 141 MAIN STREET•YARMOUTHPORT•MA 02625 , I (50R)362-2210 (50RI 362-9W2 ` T i I POST 11 III I NOKTHSIDEDESIGN.COM 1ST FLOOR FRAMING PLAN ° °` ° III UP III "rth61de1@ camcart.net III III III STRUCTURAL ENGINEER: �� --III III III III , I I 111 'IIII TAYLO R III EC 2.10 P.T. II III III I I. - _ 1 FIij DK,JOIST9 II III III I N LLC F U54 L L2 71 m 11 I A 1 I I RI „I " ST5 16 O.0 ,16,,,, A A.6 1 III L L,1 F U9N III ' )I- 0 T6• II' •IL'O.G. „I A.6 I I I III O I-:,II x III d 1 1 RI 1 1 I TA _ 1 1 1 MULTI 1 3/4"BEAMS - - - � I 1 .III "' lu " I 1 00 III II -6•'-1 -- II 11 I'. LLL, III I� I 1 � E 2 PIECES -- 2 ROWS OF 16D NAILS®12'O.C. EA - III 9 FIL I I ED=(TEE LT• , L ij II = — — — = II I 1 CE - I U T POS po UP UP T U T U T UP TI EAl•I I 32/34 MAGNOLIA AVE. - (EDGER W/ III III I LV I_>!'OPP D. CENTERVILLE,MA. 5 PIECES 2 ROWS OF I/2' DIAM BOLTS.@ 12.O.C. O.0 nP. I I - -_ , 11 TITLE 1ST FLOOR I DECKJ015T5 ''W TJI II 1 1 I FRAMING PLAN(2)h12 P.T. •IL•O.G. 5 5•w' . TYPICAL LVL/GLULAM BOLTING/NAILING HEADER,FLUSH I, II p1 I I I SCALE: 1"=V-0" I h10 P.T. h10 P.T. II 1 j SCALE: o IL•D.G. I ,m-D.G. „I 1 I I NOT TO SCALE P.T. ' 11 LED I < LEDGER W/(1)96' III DIA.BOLTS 0 li' I O.C.(nP.) I ih PROJECT#: SHEET __ -- -- -------------- 15-22 S.1 (2)hl2 P.T . t 0 DATE: OF A.7 3/24/16 19 325/201665<:42 PM l GENERALNCITES' _ C 1.ALL EXTERIOR WALLS SHALL A.7 BE 2X6 @ 16"O.C.UNLESS M 4'r4'=.78•. OTHERWISE NOTED'. - POST ' 2.ALL INTERIOR WALLS SHALL UP,ON. UP/ON. POST POST LVL MGDER, - UP/DN. UP DROPPED uP/� BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. TS 4'=4'z.2E' NDB.L .FLOOR - 3.CONTRACTOR SHALL VERIFY COLUPIN RMERWALLALL WINDOW ROUGH T DBL.2r6 STUD - PRIRTOODERING WINDOWS•SPOTXET(TTP.) PRIOR TO R4.CONTRACTOR SHALL VERIFY UP/DN. C2)2rB RIDGETO SUPPORT Sz(2rW RAFTERSBTDROPPED 'I' DDRROOPP CONDT'RUCTION.CONTRACTOR FOR PED ELING III CATHEDRAL2PITCH CLG.• 11 •EN PITCH. ASSUMES RESPONSIBILITY FOR I I I I I I I I I = CENTER ET.wINDOW9di ANY MISSING OR INCORRECT WL HEADER, DIMENSIONS NOT BROUGHT TO 11 4P/PN.1 DROPPED III I (s)1-9:•xn-%• THE ATTENTION OF THE III LVL HEADER, OBL.T.J.I.JOISTS POST C 6. _�I DROPPED I I •STAIR orG uP sr5 STAIR = DESIGNER. UP T T REVISIONS ' I I CL i.JC STS III II UP/ON. (2)1-Pfzq�'LVL •16' C. III HEADER,FLUSH T O.C. TON T9 444'z JEi' - 0z8 JOISTS II T.J.I.FLOOR POST UP/DN UP/ . COLUMN •16'O. JOISTS 0 12'O.G. I I UP/ON. DEL BLOCKING ST.FLOOR JOISTS BELOW DORMER WALL II II ) T POST T IF, T I I 'rll W_IEI UP __UP UP/DN. W12.30 STEEL W12z4S STEEL POST U m 1 F USN ° JIl OF T - ON. BLOCKING 9) BEM, DROPPED I I BEAM,DROPPED UP/D, -- T. FLOOR LVL HEADER, (s)I-y411-76' W12r2i STE DROPPED ` ()2.o LVL HEADER `SHOT WALL BEAM,FLU __ B 0 T D T - C .JotTS H ER F u III UP •I'O. l - - 1 ----_ NO. REVISION DATE -- TS 4'x4'=.25- I I TS 44N4.28' ON T _ - ---- - 0 COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS JOISTS•IIYLOC. - COMMON LAW COPYRIGHT. r2j NI]P.T. 2xB CLG. T9 -�L T THESE PLANS ARE NOT TO BE REPRODUCED, JOI F_NEAFEB_f2m,2E2----y 2x0 PORCH CLG. W O.C. UP/DN. CHANGED OR COPIED IN ANY FORM OR - POST POST POST T T POST JOISTS•W O.C. ON. (9)1-y'zll-T6' UP ON. DN. UP ON. �___________ T9 4'=4'x.2S' s -7 T T9 4'=4'x 29' S)2r12 P.T. (Tr P.T.POST MANNER WHATSOEVER WITHOUT FIRST LVL CONTINUOUS It u T COLUMN LOLUi•pl HEADER (TTP.) OBTAININGTHE EXPRESS WRITTEN HEADER • DROPPER _ PERMISSION AND CONSENT OF NORTHSIDE I/ - __ DESIGN ASSOCIATES I L (S)2.12 P.T. II J uP�T II T UMn B 65 EEL I ___ __ __ __BE FL _ __ III UP T III HEADER,P.T. DROPPED BUILDER: HEADER _ - DROPPED . • LVL HEA ER III UP ' I _ FLU 1 11 I I III (S)I-WAI-16'LVL 1'A'T.J..F II HEADER,FW514 III 15 S•12'D.C. ' B II � A.6 1 11 1 m nl - 1 2,B PORCH - DESIGNER: ' CLG.JOISTS III ROOF DECK I OP NORTHSIDE - � •I6`.O.C. - .T B•I6' .. 111 UP TAPERED ROOFING DESIGN UP 11 111 SLOPE 4 SLEEPERS ASSOCIATES • POST P.T. T - U ON.WAIL ON. UP pof DN. .ICI UP/ON. E T — ABOJE 2NDFLOOR / '1ST FLOOR CEILING / _j LI j _ DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN ROOF DECK (2)2,12 P.T. =T W.-V BRG.WALL 141 MAIN STREET•YARMOUTHPORT•MA02675 HEADER P/DS. I I I I I I I VL EA R III T _ (50R)362-2210 (50R)362-9W2 DROPPED 111 9T IIII I PIED III III ON. / 1 NORTHSIDEDESIGN.COM FRAMING PLAN T- RI I 1 ij1-�� _ T r 111 Bonn:mxl�,om,x.l.,,e< U. II S)2x12 P.T. __ (2)I-�;'=N-M' —— III III III HEADER' wwPE° STRUCTURAL ENGINEER: LV N T II ) III FLUSHEADER III' 11 _ " 1 Y41-76•IIL_--—-- — 111 IR(9 TAYLO R f)2=o 111 I I H D EAD R LV III 111 II b I (B)'r II III III N ° N LLC LVLHEA ER, II FL 5M .I I II III FLU WIII 111 I I I II 111 I I III III I III ' A.6 I I I 2x6 ii 1n / - A. �I w 1 1 CLG JOISTS it 'T..I. III - 111 •Ii O..C JO STS P 12 O.C. - I I I II II -III I I III �V�•III' III - I II' T II III ; 111 ET I III TA I t I �---1---'I-1� I I(I III U III L CONTINUOUSMULTI 1 3/4"BEAMS H�DER DED-- 1 (2)2r12 P.T. HEADER I II T 'II DROPPED 111 Po5r ON. O T HD P/ LL III ON. L - 2 PIECES 2 ROWS OF 16D NAILS 6 12'O.L. T (9) ' I- •II T T CE 1 II T 11 LVL ER L L H DE O N P/ ON. . III 111 ROOF DECK FRMED UP FL D p POS D W 5 li'D.C.RO 1� 2 e PiORCH UP T TAPERED OFING 32/34 MAGNOLIA AVE. - CW.JOISTS 11_ _ _- PANELS W/K'PER PT. •I6'O.C. 1 9�EE 9 SLEEPERS CENTERVILLE,MA. it a B PIECES 2 ROWS OF I-'DI BOLTS i 12'O.C. I 11 II I III TITLE -x TS 112 O.C. 2ND FL./ROOF DECK II II- I 111 III TYPICAL LVL/GLULAM BOLTING/NAILING !1 - FRAMING PLAN . I I EcPT r P.T. SCALE:RSCALE: 1"= 1-0" WA POST DROPPED UP P HEAER DROPPED I R II (S) -$' - ) 6'r6'P.T. LVL HEA ER L H LV H DER NOT TO SCALE . POST(TYP.) - PL O FL 94 -• L=------ ---- PROJECT#: SHEET (2) ER P.T. (TrP P.T.POST S.2 . ON..T' UP/DN. O T. UP DIN r UP/DN. UUPP/SDN, ON. HEADER.DROPPED (TTp,) 15-22 A.7 DATE: OF 3/24/16 19 Aavzo144s4.4,N4 f C GENERAL NOTES _ A.7 1.ALL EXTERIOR WALLS SHALL .. - BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. POST i RIDGE BT UP/DTI. PORT UP UPON.TO RIDGE 2.ALL INTERIOR WALLS SHALL i---------- ae =eem ==er - BE 2X4 @ 16"O.C.UNLESS ----- r- - eg � _ I, - I ----- ----- ----- - - OTHERWISE NOTED. I I i i°i j 3.CONTRACTOR SHALL VERIFY _ 1I --- _ _ ----' 11 i°i ALL WINDOW ROUGH OPENINGS BR LING0 - II ,III PRIOR TO ORDERING WINDOWS. I BRACING VERTICAL I O.C. RI EILI I 1 'p' \ JOISTS I i Iiil - 4.CONTRACTOR SHALL VERIFY T---_-_-_-_ ------ =_ --- 1 Iul ALL DIMENSIONS PRIOR TO r ---- I I I T�---- 11 I°I CONSTRUCTION.CONTRACTOR iloll I - m i ❑i Y \ ASSUMES RESPONSIBILITY FOR {I� I II IIR I li❑ II °r. ANY MISSING OR INCORRECT I I I ii �I iui DIMENSIONS NOT BROUGHT TO ----- --- L---T, Ilil THE ATTENTION OF THE I I h II I I DESIGNER. 11 2.S CLG.JOISTS I I I . 11 I •IG'O.L. I I I I, I _ IIII iI I i i j i; ioi REVISIONS EJ�I fl UP/DTI. - 1 L I I I I 1 1 ]-T II POST I I I I I UP/DN. 1 1 I 1 I • . IRII I I I I I 2.6 CW.JOISTS •I&-O.G- ` Uiui NO. REVISION DATE . V ®COPYRIGHT L --------- I ---------J; I°I COMMON HEREBY EXPRESSLY RSERVES ITS -- IIII COMMON LAW COPYRIGHT. PORT 4.i RIDG T - - III ----- Hit " THESE PLANS ARE NOT TO BE REPRODUCED, UP/DTI. A. UP TO UP/DTI. - III .i CHANGED OR COPIED IN ANY FORM OR • RIDGE POST II�ee�I� Y`I T - MANNER WHATSOEVER WITHOUT FIRST UP/DTI. n up/DTI. UUP/DTI. - OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE BRG.WALL BRG.WALL - DESIGN ASSOCIATES . POST DN. (9J I-%..q—Y LVL POST ON. TO MDR. HEADER.DROPPED T ON. - - - TO MDR. TO NOR. - BUILDER: LVL HEADER, (9)I-9j•.11-id'LVL UP DROPPED HEADER,DROPPED . B POST II LVIL HEADER, DROPPED B . .. A.6 OF ff JI A.6 ----- T UP 1 DP - DESIGNER: \. I NORTHSIDE . POST TON.' ® DESIGN TO"DR. R. pOST BRG. POST DN. TO NOR. TO MDR. WALL TO MDR. ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN BRG.WILL POST I I " UP/DTI• IIII I I I - I I 'I .i POST SOS MAIN SiREET•YARMOUTHPORT•MA 02676 POST ON UP/DN. UP/ON. _ (50EI362-2210 (5081362-9EOi TO MDR. I I I I I I 6)N12• 1 1 NORTHSIDEDESIGN.COM ATTIC FLOOR / •2 N D FLOOR C E I L I N G PST I I TAIR OPG T ON. II notthsldel@comca .ne UP/DN. TO MDR. FRAMING PLAN (9)1_�•.W LVL POST I I HEADER.DROPPED IIII - r0 HDR.� STRUCTURAL ENGINEER: I�ST IIII 2.12 -- P I TAYLOR . UP JOISTS 1 U,'O.C. JOI OI STS FLOOR 1 _ - IG'O.G. C A POST . UP I L HEADAIRI. . III ROPPED (2)2v12 JOISTS• — POST ON I I CHIMNEY OPG I°I TO MDR.I I (s)I-Y'dI-1i'LVL -0I I I MEADER DROPPED UP T III I MULTI 1 3/4"BEAMS - UP?OTN, TO u Ill - i� DR. Inl If II —} IIII: POST T I 1 UP/DTI. 'I 1 -- ------= 1 D 2 PIECES 44` 2 ROW5 OF 16D NAILS 6 12'O.L. --- ----- 1 --- --- BRG.WALL . - POST ON. (9 I-Y.'vI •LVL IIII • POST T ON. LEY TO MDR. H �• 4� , P TO MAR. RESIDENCE __ - -, - ----- 32/34 MAGNOLIA AVE. UP UP T CENTERVILLE,MA. UP I 9 PIECES 2 ROWS OF I/2'DAM BOLTS i 12°O.C. POST I (9)21.11-w TITLE UP LVI-DRROP"PEAAD°ER' ATTIC FL./2ND FL.CEILING TYPICAL LVL/GLULAM BOLTING/NAILING (B)I r•.I1-w I DP T FRAMING PLAN LVL HEADER, DBL.Zvi STUD DROPPED POI(STUD . SCALE: 1"= 1'-01' SCALE: POST ON. II T ON. • TO HDR. TO MDR. NOT TO SCALE - To DN. T - PROJECT#: SHEET TO HDR, ON. POST (9)I-94'.II-$' T UP/DN. LVL HEADER U.P07T UP/ON. DROPPED 15-22 S.3 A.7 ~DATE: OF 3/24/16 19 C GENERAL NOTES A.7 1.ALL EXTERIOR WALLS SHALL 4.L POST (3)I-Y,:a-Y.• - - BE 2X6 @ 16"O.C.UNLESS ONTO HEADER VL HEADER _ - _ OTHERWISE NOTED. POST ON T _ T _TO"DR' Lw'MF��a�ER °NgT 2.ALL INTERIOR WALLS SHALL . ... DROPPED T � •,• + RJ. _ I.--- ----- D" BE 2X4 16"O.C.U - TS 4:4•..zs• -_-_-. - f. -- OTHERWISE NOTED. NLESS. COLUMN' 1 2.I0 D.C.E L.2.10 UNDER •Iv D.C. a 2.10 DORnER DORnER CHEEK IIm(2)1-4`°-M• i i0 oc ER9 illli •. _ 3.CONTRACTOR SHALL VERIFY __ ____ --_ II RAFTER9•IL'O.L. WALL LVL R E II 1 DEIL.2.4 STUD ALL WINDOW ROUGH OPENINGS POST ON. - •. POST __ __ POCKET(TrP') - PRIOR TO ORDERING WINDOWS. TO HDR. ---_ -- -- _ (9)I-Y'.Ii'LVL ON. I [zp-a•.A-r.•L RIDGE _ I I u - •�` - 4.CONTRACTOR SHALL VERIFY - -- -- -- S.(2)-2.B RAFTERS FOR DROPPED - ALL DIMENSIONS PRIOR TO lull - i (s) -y Ir-}i CATHEDRAL CLG.• '- CONSTRUCTION.CONTRACTOR LVL Iffil ___ 4•12 PITCH. _ 2.10 DORMER III. 1.1 D FE ER, -- CENTER BT.WINDOWSASSUMES RAFTERS•Ib'D.C. DD E 10 9 ? ANY MISSING RnINCOR INCSIBILITY ORRECT C I I w P 1 • i� z.B NA1 ° (3)I-9•.n-M' DIMENSIONS NOTBROUGHTTO I 1 - 4 -- - - LVL HEADER, - OBL.a10• - ----- -- LVI RI dt6 _T u- -, I I DROPPED ,. - - . � ^• THE ATTENTION OF THE 1 1 CUPOLA F-- �I .- DN LVL RI 1 W/ B. 16' 1 = __ ' (2)I •.4 •L olw I oc 1 -- - DESIGNER. - 2.10 RAFTERS 1 I Iill wEA R,FL 1 1 III II I. - - I I •R'O.C. I OSL,2.10 BLOCKING ST. 1 111 1 3 = _ _ - - - - T f - REVISIONS . 1 RAFTERS•CUPOLA 1 B NAILER II II ON.POST RI I I DBL.2.10• 1 - - RICKEY FROn RIDGE _ . • I I L__ __� CUPOLA D JLI I I 1 _-_510 RAF ER9 . - (3)2.0 HEADER• IIR, -- .1 ,. ) 1 DORMER WINDOWS III ----- ------ T, II F - - 12 •IL R 2.61 IL IDGE r I I El - ILII' - III _L LI_ 1_ 1 L 1_ L 1_ - - I _I_ 1_ L = J_ =L RI T - .LVL HEADER, , - (2)I-Y'.9-Y•LVL III 2 -y'.9-Y'LVL _ I DN T D II 'DROPPED �_, _ _ - POBT DN. T, IO - TO HDR. I 10 E DN:i ER,FLU ---1� ' - J jull NST I'I •16' .L. I __- - 2.10 RA s I. III 11 DN... I I - I _ TS 4:4:.23' I I 2.10 RAFTE - 2.10 RAFTERS 1 - 11 •1v O.0 ^ z=Io RAFrE - NO. REVISION DATE . 1 ... r2.12 VALLEY L 1 I (2))2.12 Ili'O.G. - COL.- I 1 •IL'O.G.. •1i'O.C. _ - 1 '1 1 -- � kIDGE I - 1 --- ----- ---- ---- ' L, ,-- .. 9)COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS (2)2,12 P.T. - COMMON LAW COPYRIGHT: T P09T pN, T DN. POST HEADER, 2.10 RAFTERS. 1._ ______ .i DGE I 1 1 ON. - TH ESE PLANS ARE NOT TO BE REPRODUCED, `TO HDR. _ TO HDR. DN. DROPPED I I I O - - - CHANGED OR COPIED IN ANY FORM OR ...� ': 4L POST (3)I-Y.'.9_y,• `, r1� Tp wDONR. T�' - - OBTAIER N NGHEEWHATSOEVER WITHOUT FIRST DN.FROM RIDGE LVL HEADER (3)2.12 P.T. ' • PERMISSION AND CONSENT OF NORTHSIDE HEADER.DROPPED - POST DN. - _ 'DESIGN ASSOCIATES P.T.POST II III (TYP • I- -o BUILDER: 2.6 RAFTERS• - \VALLEY VALLEY rll * 4 .. 1 16.O.C. ., : ., Wb HIP RAFTERS ,4 _ POT R. LVL'R ME• TO MDR. r • �TO NDR 16 RIDGELV RI E \ 111 LVL RI 6 RIDGE - _ _ B B O HEADS " TO HEADER POST ON jLWEAjER - ; LVL HEA ER T ON. . .. TO"OR. TO HDR. _ . /.C2)I�".n-%' - - - s I D::n-%• - - -.. DESIGNER: 3` V NORTHSIDE VALLEY - - 11 m DESIGN _ ; ^- .i POST ON. CUPOLA FRAMING PROM RIDGE ° ® ASSOCIATES T III - - - ♦ e.. • DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET•YARMOUTHPORT-MA02675 r. ..s _ - 1. w, ' - (5081362-2210 1-)362-9802 - r - _ HEADER ON.T -: - - NORTHSIDEDESIGN.COM If OF W&I _ '.... - ' ,�. u - I 12 1-�•.R-% • - - STRUCTURAL ENGINEER: II ST R. CHEEK HALL•TTP.). • ,.. � _ TO HDR. `- _ -. .� _ 10 R9 .... DBE.2 fi STUD + s - T YLOR m.O.C. UJ 2.6 HEADER, EVIL I-y:ll- 1 Ill I 2)i-9j'.II-16' POCKET(TYP.) - ROOF FRAMING PLAN FLUSH . :..LVL LVL 2.1 _ A � � C POST DN, RAFTERS•Ii•O.C. 11 RAFTERS•16.O.C. - c TO HDR. RI E I 1 L. -(s)1-�:Ii•. - I - II I LVL.RIDGE WSHB HEADER, A II TO HDR. T/YYL 1..' _ - HEADER.DROPPED MULTI.1 3/4"BEAMS - - _ li ,r - - T -POST .. . 2.10 RAFTERS . •W O.C. . r-, - - III FROM RIDGE + 103 2 PIECES -2 ROWS OF 16D NAILS®12'O.C. Il I . m C"I eT • , ' CH1nN � __ 4 • ET 77P. Ll '!I RIDGE STRAPS _ (' ) RESIDENCE -h • `'`�'°�VALLEY•11-Ti' VA)LL q•.11-1L• , 32/34 MAGNOLIA AVE. 9 PIECES 2 ROWS OF I/2°DIAPI BOLTS i i2'O.C. II T DN. LVL 14A ER• L 1 A o POST�' CENTERVILLE,MA. � TO wOR. .6 RIDGE ♦ �� ' 6 RIDGE MT ON.O HEADS - - - i - - - POST UN '• TITLE -_ - ` ' ` TO HEADER _ . ' - 11 (Ir-.•11_ - ,/ III. = )1_;.1 x• ROOF FRAMING _ L RI E �� tj L DGE T ON. PLAN TYPICAL LVL/GLU LAM BOLTING/NAILING OHDR.' rO HDR. �(3)I-9i'.U- • (2)I-�•.u-$I-%•.D-%' (2)I-�;•.u-%• SCALE: SCALE: T'=T-0" n VALLEYVALLEY VALLEI� HEA ER,P.T. IRT-LVL RIME • - R,DROPPED . L:L•P.T.POST , NOT TO SCALE ( ) . HEA 2112 DER;P.T. RIDGE POST . • DROPPED - ONTO HEADER PROJECT#: SHEET + „ 5.4 - A.7 DATE: OF ~ 3/24/16 19 , 3asa�Lss��H� - GENERAL NOTES - 1.ALL EXTERIOR WALLS SHALL - - BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED, 3.CONTRACTOR SHALL VERIFY Grcl Grcl wu ALL WINDOW ROUGH OPENINGS ' ---I--I-,_ - PRIOR TO ORDERING WINDOWS. SU IROM� i 4.CONTRACTOR SHALL VERIFY GARAGE ENTRY DECK 1 N 10 - ALL DIMENSIONS PRIOR TO ' -----'-_T r------�-- CONSTRUCTION.CONTRACTOR I GFcI cra I i ® .ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT I rl� T r i i DIMENSIONS NOT BROUGHT TO STORAGE THE ATTENTION OF THE DESIGNER. L IJ 11 L LAUND.` ® t REVISIONS ------ -- --- G.D.O. - �--1--� G.D.O. -�_, MUDROOM a _ ---- ---- - I FCI___GFCI__ GFgI GFii r-------� r-------� I IL HALL + GFCI _ - NO. REVISION DATE COVERED __ ---- —" - KITCHEN � __ I I I PORCH I I C COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOTTO BE REPRODUCED, - � CHANGED OR COPIED IN ANY FORM OR ' L 6 MANNER WHATSOEVER WITHOUT FIRST OBTAPERMIMING SSIONA AND WRITTEN / � � PERMISSION AND CONSENT OF NORTHSIDE -- P'TRY Q� pQ — ——————-— DESIGN ASSOCIATES = i LAV. .``' '•`__ a _ BUILDER: LOWER DECK ' •. - III / III I I .. III C�VEREgII I I ELECTRICAL NOTES + - ORCH i � j \� � I DESIGNER: F I. ALL ELECTRICAL REQUIREMENTS \ III DEN/ I NORTHSIDE FOR APPLIANCES AND EQUIPMENT ____ PER MANUFACTURER III- III STUDY -- --- --- --- -- 9PECIFILATION@ III p III. • '_� RCI __ ___� _ _ ®" -'Z_ - I DESIGN 1. CENTRAL VAGUUn SYSTEM-TO --� BE INCLUDED,LOCATIONS TOO. - ASSOCIATES - � III IIIGFC - _ � DISTINCTIVE RESIDENTIAL&foMMERCIAt DESIGN 3- DUPLEX OUTLETS TO BE / DINING AREA CODE,UNLESS OTHERWISE NOTED LOCATED AS PER ---------------------- rC I 141 MAIN STREET•YARMOUTHPORT•MA 016]S . I _________ I (SW)36]- (508)362-9803 NORTORTHSIOEOESIGN.COM 111 I GPCI I - north net sldel@—.. I �- ___----_ _ --_ _ "q STRUCTURAL ENGINEER: FIRST FLOOR ELECTRICAL PLAN _ _- \ ` TAYLOR. ---�t- -=------- ' LIVIN RECESSED LIGHTING I,eaeNo • GROOM � I DESIGN CLC FAN DUPLEX O UTLET/SPLIT WIRED STAMP: EXTERIOR LIGHT 0 SPEAKER DUPLEX OUTLET ' ' FOYER ¢CEILING LIGHT SMOKE DETECTOR 440 VOLT OUTLET CARBON MONOXIDE o�WALL LIGHT ®DETECTOR �FLOOR DUPLEX OUTLET m � ,I + k. ®SHOWER LIGHT RECESSED ®BATHROOM FAN $ SWITCH SINGLE POLE _--_ � i\ �• OF-d e--�- PENDANT LIGHTS ®DOOR SWITCH $e SWITCH Z POLE --- --- ----- \ PROJECT PROPOSED SINGLE BULB FLOURESCENT•STRIP I CLOSE CL. I BRADLEY C 7__ 2 BULB FLOURESCENT N PHONE 1 --- --- FCI ©�AT� RESIDENCE DIRECTIONAL LIGHTING I HALL GI-CI II ' gUSB PORT WALL OUTLET III \ IIIGFC I I L� 32/34 MAGNOLIA AVE. ,g FLOOD LIGHT - \py III I --�`--. •,\ © loll _- cc-o CENTERVILLE,MA. LED UNDER CABINET LIGHT NI ' III \ BEDROOM I NO �, \ i 1ST FLOOR . III C(�VERE WALK-IN I LIN P I BATH° I I I ELECTRICAL PLAN III PORCHDIII CLOSET I I NO.3 I___ I I I /'mIII \� I❑I1I � � LOWER DECK SCALE: ------ - NOT TO SCALE III -I- o I III III III PROJECT#: SHEET 15-22 E.1 ..- DATE: OF 3/24/16 19 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS ' - OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O,C,UNLESS .---------- -1 • OTHERWISE NOTED. - i 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS --------------- � I I I PRIOR TO ORDERING WINDOWS. p'+ 4.CONTRACTOR SHALL VERIFY 1, I I --------I I ALL DIMENSIONS PRIOR TO I I I I CONSTRUCTION.CONTRACTOR I I I 1 ASSUMES RESPONSIBILITY FOR I I I I I I I ANY MISSING OR INCORRECT DIMENSION S N T BROUGHT TO THEDESIGNER. I STEAM UNIT TO REVISIONS I GUE T SUITE/ I I BE LOCATED AND BEDR OM NO.S e I 1 L, _ __ __ INSTALLED PER MANP.SPECS BATH, I — I I I i �GPC GPC I I I I I I I JIN, NO. REVISION DATE ®COPYRIGHT , MASTER I NORTHSIDE HEREBY EXPRESSLY RSERVES ITS I BATH I COMMON LAW COPYRIGHT. I I i i I THESE PLANS ARE NOT TO BYREP RODUCED, CHANGED OR COPIED IN ANY FORM OR 1 .I MANNER WHATSOEVER WITHOUT FIRST -- I LINEN I OBTAINING THE EXPRESS WRITTEN —77 I PERMISSION AND CONSENT OF NORTHSIDE %DESIGN ASSOCIATES CLOSET - I * BUILDER: �• _ I I.HALL ----- I ---- I 111 DECK HALL_ ELECTRICAL NOTES, I I ��;- O q I. ALL ELECTRICAL REOUIREMENT9 I ,\ I I - DESIGNER: FOR APPLIANCES AND EQUIPMENT - - MASTER i NORTHSIDE PER MANUFACTURER I BEDROOM 5PECIFICATIONS _ i I �_ __�i DESIGN I CENTRAL VACUUM SYSTEM TO WALK-IN ------- --- BE INCLUDED,LOCATIONS TIED. I I — I *e closeT� ,a,-2WD ; ASSOCIATES ' B. DUPIIX OUTLETS TO BE - I�' �EMIX I . -- --- DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN LOCATED AS PER CODE,UNLESS - - T---1 OTHERWISE NOTED I - I I 1<S MAIN STREET62-221•VARMOUTHPORT•Mg026]5 (508)362-2210 (508)362-9802 NORTHSIDEDESIGN.COM 1 - I FAMILY 6 i i oo Wd: l@comaan. ROOM -�' STRUCTURAL ENGINEER: SECOND FLOOR ELECTRICAL PLAN ! '' I TAYLOR _ �_____ ° ® II I DESIGN LLC ,I 1 LEGEND - I LANDING/ I i i .- i' STAMP: RECESSED LIGHTING © FAN s DUPLEX OUTLET/SPLIT WIRED ✓ I - HALL II II I EXTERIOR LIGHT )SPEAKER c_W pWs(Q;rlgxgBINET LIGHT so _( CEILING LIGHT Q SMOKE DETECTOR 220 VOLT OUTLET ------i- - ! Q' CARBON MONOXIDE I I _ DO WALL LIGHT ®° DETECTOR FLOOR DUPLEX OUTLET HALL I I I CLOSET——— BRM. I CLOSET__ ®® PROJECT a SHOWER LIGHT RECESSED .®BATHROOM FAN $ SWITCH SINGLE POLE --- I i PROPOSED e9B PENDANT LIGHTS. ®DOOR SWITCH •I _J _ BRADLEY L $a SWITCH 4 POLE � i II II I . �SINGLE BULB FLOURESCENT STRIP - � i i � � I I 11 � I * + N PHONE I I RESIDENCE 2 BULB FLOURESCENT - 32/34 MAGNOLIA AVE. CATV I 1 BEDROOM I LIN. I CENTERVILLE,MA. DIRECTIONAL LIGHTING - i i NO.3 gUSB PORT WALL OUTLET I I __- BEDROOM NO,2 1 `� FLOOD LIGHT i i I BATII (TWINS) I TITLE No.' '� I I I I 2ND FLOOR ELECTRICAL PLAN QUEEN I I BED I 1 I �` _---- 1 SCALE: mrwlaD I � BED BED .° NOT TO SCALE - OR A------ PROJECT#: SHEET 15-22' E.2 - DATE: OF ! 3/24/16 19 - IR6/i0166:6156 PM GENERAL NOTES ` - 1.ALL EXTERIOR WALLS SHALL C BE 2X6 @ 16"O,C.UNLESS Al OTHERWISE NOTED. 4'-0• '-6 3'-qvz ---�y_o �_p 2.ALL INTERIOR WALLS SHALL t--��--4 BE 2X4 @ 16"O.C.UNLESS _ I OTHERWISE NOTED. --------------------- - -------------------T ____i ° 12dz 6d2 - - -- -- ------- 3.CONTRACTOR SHALL VERIFY 12 lal2 1 ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. �______________ _ GARAGE _ I ROOF �4.e i wROOF _ 4.CONTRACTOR SHALL VERIFY --------------------- I I ALL DIMENSIONS PRIOR TO 5,12 r - 1 II - CONSTRUCTION. CONTRACTOR F - ----------- =------------------------ - - ASSUMES RESPONSIBILITY FOR 2ND R - 2ND FL - ANY MISSING OR INCORRECT STORAGE AREA GARAGE - GARAGE TAIR _ - ROOF I ODMIZ DORI'I S I•IUDRO01'I ER I I DORMER i ROOF I DIMENSIONS NOT BROUGHT TO L K THE ATTENTION OF THE DESIGNER. �o li REVISIONS 1 - RIDGE MUDROOF 11 NP�V I--0.11-w ---B,12 �— �— - - 4,12 - I I I I I -8.12 CRICKET J -- 4,12 5'i2 e'i2� ----------------------- --- 1 1 2 ATTIC KNEE WALLS 5/18/16 `---------- — —-- ------ ----------J 412 _ - - w"� I MASTTH 1 KI�EN j - NO. REVISION DATE PORCH T GARAGE GARAGE < ROOF .,j w j ix 0 COPYRIGHT ______________ _ ROOF ROOF �y O NORTHSIDE HEREBY EXPRESSLY RSERVES ITS - I I COMMON LAW COPYRIGHT. 12,12 12,12 I:- L THESE PLANS ARE NOT TO BE REPRODUCED, , n -__,--------------------- -----------------------_ CHANGED OR COPIED IN ANY FORM OR _ I I I - MANNER WHATSOEVER WITHOUT FIRST 4 i OBTAINING THE EXPRESS WRITTEN 2 -0 4'-0 2 - I f - PERMISSION AND CONSENT OF NORTHSIDE E I DESIGN ASSOCIATES �41s �I BUILDER: . . ROOF �u+ ,� WALL CTTP.) I ATTIC L // _ DECK \\ / \ I / .................................:............ v ' ........ ............................................:...._�.......................... DESIGNER: NORTHSIDE / I \ DESIGN 1 ASSOCIATES / 4x6 POST DN. - \ - e DISTINCLME RESIDENTIAL&COMMERCIAL DESIGN / FROFI RIDGE \ 141 MAIN STREET•YARMOUTHPORT•MA 02625 I5081362-2210 (5081362-9802 — - 4,12 NORTHSIDEDESIGN..COM 'lIY DN.14R®7.05•EA. - northsldel�com .ne[ . 1 13T®9.T6' A. c t - STRUCTURAL ENGINEER: - ` -1 ;----o,_Tr4 i�.li ---- TAYLOR c PORCH 0 ATTIC OA DESIGN LLC ROOF m I" A ................................: ............................!............................:...........J.......................... ............................................................... ............ ........................................................................................._................. A STAMP: A.6 RIDGE 2'-II't KNEE WALL _ ATTIC FLOOR PLAN 'I'=' I PROJECT: 4,12 - PROPOSED �— I'-0 I 4FxR6 POSTDN. BRADLEY RESIDENCE \ 4'KNEE THIS KNEE r j/ 32/34 MAGNOLIA AVE. HALF STORY GROSS FLOOR AREA W""�T�) H""T oCATI / CENTERVILLE,MA. \ PER CHIMNET CALCULATIONS TOTAL GROSS FLOOR AREA: 1740 SF. - TITLE \ / ATTIC FLO OR 2ND FLOOR I 00 BELOW ATTIC PLAN 66%OF 1740 SF.- 1148 SF. 4'KNEE TOTAL GROSS FLOOR AREA: 1032 SF. WALL ATTIC I \ - s SCALE:1/4"=1'-0" / \ P OOF � I ATTIC \ F . �. DELow 0 1 2 4 8 NOTE: / \ ALL WINDOWS _ - _ -- _-—. PROJECT#:- SHEET I ARE TO BE � .� , •.-—A_i-n-a- ray'- -nr -r _.s_ _a i.n o _. ANDERSEN A SERIES -' - W/APPLIED GRILLES -O 15'22 A 3 INSIDE AND OUTSIDE - DATE: OF C A.7 3/24/16 19 �„e„oL6.�z2d,PN GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL C BE 2X6 @ 16"O.C.UNLESS A.7 OTHERWISE NOTED. - 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS k1'2 '-I OTHERWISE NOTED. ________________________ _ ___________________1 _ ------' „ I2.12 6d2 ----------- ----- 3.CONTRACTOR SHALL VERIFY E IE z.lz ALL WINDOW ROUGH OPENINGS ry r-------------- - GARAGE `: i PRIOR TO ORDERING WINDOWS. I ROOF _ I SUN ROOM J F ail ROOF 4.CONTRACTOR SHALL VERIFY, ------------- ---- PRIOR TO CONSTRUCTIONS CONTRACTOR 6.12 2ND FL E-- 2ND FL I ASSUMES RESPONSIBILITY FOR STORAGE AREA t GARAGE GARAGE STAIR ! /MUDROOM _ ANY MISSING OR INCORRECT ROOF DORMER DORMER WRMER ROOF DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE s DESIGNER. —------ - --- i - c REVISIONS } RIDGE .12d2 - I I I I I ROOF - I ------------ 12 I F a'!2 CRICKET J 1 _ 4� i 2 ATTIC KNEE WALLS b 18/16 1 542 6,10 _________________;y7 I I I / _______ .�. `-----------__---- ------- NO. REVISION DATE �— _n MASTER BATH KITCHENFORCH ROOF ROOFGARAGE GARAGE ROOF w iv ®COPYRIGHT ______________ ROOF - ROOFI I 1 � NORTMSIDE HEREBY EXPRESSLY RSERVES ITS COMMON UAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED, zir 12�12 12�12 'I CHANGED OR COPIED IN ANY FORM OR I 1 I MANNER WHATSOEVER WITHOUT FIRST . 4,12 I I OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE _ DESIGN ASSOCIATES - 4.12 �.-. I _I BUILDER: E ROOFF° I / / POR�H DECK ROOF ATTIC ew ..... ........ ....- .......... ............... ..... ........ ..... .............. .... .. . DESIGNER: — NORTHSIDE / \ — DESIGN ASSOCIATES / 4 6 POST D - \ DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN N. , I II RIDGE \ - 141 MAIN STREET'VARMOUTHPOflT•MA 02675 -- II - (5DR)363-1210 (5081362-9R02 NORTHSIDEDESIGN.COM - ION.I4R,B 7.06'FA. I northsldel�comcxiLnet 1BT®9.76'EA.'r�;L - STRUCTURAL ENGINEER: = TAYLOR T F O A171C O DESIGN LLC -� ROOF _ A '.._......�.....: A STAMP .......................................... - A.6 RIDGE I I A.6 2'-11't KNEE WALLlo I I L ATTIC FLOOR PLAN `''I' II PROJECT: 4,12 ®� PROPOSED 4x6 POST DN.'RIDGE BRADLEY FROM RESIDENCE KNEE THIS KNEE // 1 32/34 MAGNOLIA AVE. HALF STORY GROSS FLOOR AREA \ H""C P) H"'"T/CHITI / \ CENTERVILLE,MA. CALCULATIONS \\ PER CHI TOTAL GROSS FLOOR AREA: 1740 SF. \ / :-s TITLE 2ND FLOOR BELOW ATTIC / ATTIC FLOOR ----------:> I F---------- PLAN 66%OF 1740 SF.= 1148 SF. 4'KNEE // I \\ TOTAL GROSS FLOOR AREA: 1032 SF. ALL ATTIC / \ SCALE:1/4"=1'-0" ROOF ROOF / I ATTIC \' - DECK 0 1 2 4 8 NOTE. / \ I ALL WINDOWS ARE TO BE � .. I_— _- -_� _--sue r-�__..e —- -._, PROJECT JY: . SHEET ANDERSEN A SERIES W/APPLIED GRILLES -o 15-22 A.3 INSIDE AND OUTSIDE C DATE: OF A.7 3/24/16 19 snenms uzTn1 at.� GENERAL NOTES . 1:ALL EXTERIOR WALLS SHALL C BE 2X6 @ 16"O.C.UNLESS A•7 - OTHERWISE NOTED. _ - 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. --------------------- - ----------------- - 1212 5.12 --------- ----------- 3.CONTRACTOR SHALL VERIFY E i IE z.12 12� ALL WINDOW ROUGH OPENINGS -______________ _ GARAGE I I I PRIOR TO ORDERING WINDOWS. ROOF SUN ROOM E 4.12 _- RrwF - - 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIG�---------------- I 1 R TO CONSTRUCTION.CONTRACTOR I 5H2 ASSUMES RESPONSIBILITY FOR IF 2 2ND FL STORAGE AREA GARAGE GARAGE STAIR ' nuDRoon 1 ANY MISSING OR INCORRECT ROOF DORMER DOR1tER 1 DORYIER ROOF DIMENSIONS NOT BROUGHT TO 1 v E THE ATTENTION OF THE DESIGNER. - i - - - REVISIONS _ 1-25 _ RIDGE I I , 1242- e . - j -------T -----------1 F - ROOF 842 512 4,12 - ' - I r- 1 I �12 CRICKET J 4112 -. .` •. F 5'i2 6,12 --------------- -------- --- ' 1 I - 2 ATTIC KNEE WALLS 5/18/16 ! ------ --------- - J ` NO R ry ,LP MASTRER BATH KITCHEN j EVI$IDN DATE 'I T ______________ GARAGE GARAGE ROOF- ®COPYRIGHT ROOF ROOF I I NORTHSIDE HEREBY EXPRESSLY RSERVES ITS COMMON LAW COPYRIGHT. "p IC 212 12.12 I'^- THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR ---------------- ------- ------------------------ MANNER WHATSOEVEfl WI7HOU7 FIRST I I OBTAINING THE EXPRESS WRITTEN 4'-O - E ` PERMISSION AND CONSENT OF NORTHSIDE I I' DESIGN ASSOCIATES 10 BUILDER: 4'KNEE - - ROOF „ \ wnu(TTP.) I ATTIC eE ow r .e... ._— ._.—_._.—.—.\ ................... .I .T........... .... .3....... ......... ......... ........ .... ... ..... El DESIGNER: _ _ I NORTHSIDE DESIGN ASSOCIATES / I \ 4.6 POST 1X4. DISTINCfK RESIDENTIAL&COMMEROAL DESIGN - FROI-FRIDGE 141 MAIN STREET'YARMOUTHPORT'MAD2675 �I - - - (SDR1362-2210 (50R)362.9802 4,12,— n ORTHSIDEDFSIGN.COM 4nhsidel�mmcastnet r _ ION.14R®].BS'EA. - 13T®9.76'EA. . - _ f�g�• ' STRUCTURAL ENGINEER: ,o,_7y4— TAYLOR - H PORCH o ATTIC O - DESIGN LLC - RooF I - -„m A ...............................5 ..................................................................................:............'4'................................................................................ ................................. .................................................................... A STAMP: _ A.6 RIDGE I I m I I O _ 2'-II'S KNEE WALL _ ATTIC FLOOR' PLAN — == . - PROJECT4.12 : PROPOSED A.6F TD' ,f BRADLEY DGE REVISION 2 `•� / t RESIDENCE \\ 4'KNEE THIS KNEE 32/34 MAGNOLIA AVE. HALF STORY GROSS FLOOR AREA \ � ) I WTI CHI TI � CENTERVILLE,MA. CHIMNEY � T: CALCULATIONS \ I TOTAL GROSS FLOOR AREA. 1740 SF. a I - - TITLE 2ND FLOOR BELOW ATTIC I >' ATTIC FLOOR - ----------� I E----------- PLAN 66%OF 1740 SF.= 1146 SF. 4'KNEE \ TOTAL GROSS FLOOR AREA: 1032 SF. - ATTIC SCALE:1/4"=1'-0" PORROOF T- i ATTIC \ DECK . \\ eELOW 0 1 2 4 B 4,12 Jam— �i. _ \\ ALL WINDOWS ARE TO BE -:; i_a _..-_� i -_�-..- �]`-- w_ — _— — f. ' PROJECT q: SHEET ANDERSEN A SERIES W/APPLIED GRILLES -0 15-22 INSIDE AND OUTSIDE DATE: OF c A.7 3/24/16 19 • Sh4/34141i1]. V DIRECTIONS: s �ly� Le end: x From Hyannis-Follow Main Stree ary, venue t to the West End Rot Take Scudder A to ;f - a stop sign, and then take o right onto O CB/DH Concrete Bound Smith Street, which turns Into Craigville �ru^ ,{ y O SB/BH-Stone Bound ar t1r�. t s ,p '3s Beach Road; Take a left onto Magnolia nOO. rc� N O Utility Pole Avenue, Site is by the end#32&34. O Deciduous Tree c A ( ; Coniferous Tree i 0 Cedar Tree Light Post Y4zYv i'..rx r�r / \ /rcP: .c� �•� S6b�O X- F„ ter Gate H a•3 _•„ x,,.,;. 2a: i !' ,s °f .?!F b rant m Mose Bib Imiion t V°Ire Location Map: �° h• 4° 1"=2.00ot" a r<' . --oHW_ 0K _w;r°: l\`„ --25-- Dewtim Contour Underground UU6ty Line j ASSESSORS REF.: Mop 225, Parcels Oil &035 OVERLAY DISTRICT: r; a AP-Aquifer Protection District FLOOD ZONE: Zones AE, X, &X(a22 chance) c f J // •+ / '�O lZ r r Based on Map# I �8 25001CO564J July 16, 2014 °,"" `// %/ ! ' Q4i o../ - 0, 1Y \o° A i ZONE: RD-1 /Z Area min. 43,560 SF Znta a(min)20' Wth min) 125' See Plan - //ll3 Setbac Front 30' ks: / �KJ(`' / Side 10' Rear 10' / Buffer Zone Calculations Existing 0-50' = 725 SF A H-4 .4 O po0,°p 4 X v r Proposed t 0-50' = 470 SF �. Existing dam I \ r 50-100' = 3,400 SF $ Proposed a [� \� bRop !' y: 50-100' = 3,870 SF Mitigation Required (470 SF - 725 SF) X 4 = -1,G20 SF (3,870 SF - 3,400 SF) X 3 = i,410 SF Total Required = 390 SF x1 V /G� \ Totol Provided = 1,160 SF �. v - , - _..,....e - :.. .,.,io .,i _ •. �Q�Oq-��NRO/�O �.zF' « - -t-.. ... - _. +.-,- __ �.-.e-+—.�DATA _ .. _ •�... ' / ::^ •:•:.•: SFF.,o0 C/�/-�pOq Q�n<�tie4sir/c ,�0' f' N/r A",Tn't �05 LFFO OnY T/O�k `yi LEACHING AREA_ Pender9aet M°9^° / {/^/�j�. �P,F��n��R Fn'SJ \ Qi' / �`•AROp '� r7 jp , LEACHING CHAMBER DESIGN ° :ice Sh• F i T.05isd° - G9" L F r.a y!�lp,�4�OSF 1,;.;'' t,•• St°ton W \ Z~ I, F ,F SC-ao O �� SEPTIC NOTES 2\4 S° Y��da 4' y0 h s 2gti xw + r`a \ rya v8 \� yu - m®m nmwue<e�ermoraa p6® h 10 'V h ro-b 4° PERC TEST 14,824 $ mreN .ewmm. \\ \\ { .t / •. _. y vexvaweossrnxer.0 or°+Ansr..„ 0 1loamism "'"'"� u .Zam x•\ o-/ !, A SITE PASSF3)e a®mm,mm.xm \Y/ TEST HOLE 1 s TEST HOLE 2 s e�o°mt�a may / �' // ,s .mmma mmmm,,.m,m,,.w,monm isme - .._. l/ ,: �roarAa=n,as nx°snnv eawmetm.�mamu Eaa�cae.o.ew. / 'i� 7y .\ ✓ /. Oh o0 m y b 00 TEST HOLE-3 s TEST HOLE-4 a •_ r' E,Lhy�tyr,� t(E( • r6J \ x°n9K 9k6JM . nip < toAvxun { ' � - v.°E ertoxv CRAM ING LOMrvSMD ° CV.YFA1omb'J rr�• n• Total Area To MCW °reTT unuv sER �. rrawlm,e�ov„��1s -..�.. 75,746tSF- 1.72tAC \ r it�^•-� CROSS SECTION OF CHAMBER \ NOT TO SCALE OFMgS C. ti r DL: m a m ln.'.amom..a"0 f . ; CIVIL -.4 o.48168 �_� �. e°qy `�`,`� A S;a•..: GIM A. m -~�\; II •�\\ NAL E DEVELOPED PROFILE OF SYSTEM NOT TO SCALE - Sa, TITLE: Site Plan PREPARED BY.. PREPARED FOR: NOTES: ' Proposed Improvements Roeering& Cap@SUI'V Vincent & Linda Bradley 1.) The property line information shown was 2 At Sullivan �D08Ult�g,140. compiled from available record information. m Saar.maven•re.rram,4Mom. 23 weal"1 Bly Rd,suite s Osic Ile YA 02655 32& 34 Magnolia Avenue "�"°o-°e ",��6m 2.f o e anponrthe"round was obtained �/� ground yperformed on Barnstable r MaSS. or between 10/SEP/15 and 22/SEP/15. —a Centerville o Draft: JOD Field:WHK/KAR yo o to 20 ao gp 3.) The datum used is NAVD '88, o fixed mean DATE: November 10,2015 SCALE: 1 rr_20a Review:JOD Draft/Comp/Review: KAR/RRL sea level datum. Pro% #34040 Proj. #C-846 copy r 2�0 DIRECTIONS: C�1rr !y, Legend: From Hyannis-Follow Main Street to the Take Scudder Avenue to Rotary, El CB/DH - Concrete Bound West End y, art stop sign, and then take a right onto ,� 1f Smith Street, which turns into Crmgwlle -A- ,yr,' Y SB/DH-Stme Bmond Beach Road; Take a left onto Magnolia in0p. N O Utility Pole Avenue, Site is by the end#32&34. Deciduous T-ee car %' Coniferous Tree Cedar Tree e / r �t Light Post Water Gate _ r`' :0� ...). 0. Has°°B;b / \ �. @\ m lni t V.I. �O , F Location Map: G h� �,�� 9°'°^ 1' 2,000f" b 4 /' r - —a+w— Over ti-wires •' -25 EI°wuwx co°t-r y1 - 5_..... undargro°nd uta,ty Lf- 40, p ter' ASSESSORS REF.: l RT 0, / r Mop 225, Parcels 011 &035 L2 8 / A d` OVERLAY DISTRICT: "• AP- Aquifer Protection District 0�! / FLOOD ZONE: ° Zones X. &X(0.2%chance) e9 / Baseded on Map Area Calculations J/ ° '" ' / I `\`3 25001CO564J ?�oc` July 16. 2014 ' �° / $rf ,b Upland Lot Area = 37,600 S.F. /�41 Proposed Lot Coverage = 5,078 S.F. (13.57) ZONE: ° */ Includes Proposed Building, Porches, Deck, RD-1 ,�/ /�.O a1 h' _ and Existing Garage. Area(min.)43,560 SF Frontsgge(min)20' Gross Habitable Floor Area = 4,463 S.F. (11.99) width tmin) 125' See Plan Per Architect Setbacks: Front 30' Side 10' Rear 10' Ate' 3 Buffer Zone Calculations ?.. �S q '' Existing 0-50' = 725 SF ti h O � Proposed 0-50' = 470 SF R ' i _ �,` , t'' I ," ) ^�i ✓ Existing 50-100' - 3,400 SF r Proposed 50-100' = 3,870 SF Mitigation Required (470 SF - 725 SF) X 4 = -1,020 SF Y, (3,870 SF 3,400 SF) X 3 = 1,410 SF Total Required = 390 SF /� ;{ . f0 •,\ - F' \ Total Provided = 1,160 SF el / \ DESIGN DATA NIF osl Hag^ol o Avm%Trust /`."•-� 7f'R`Sl,PGC�n-O O��ROv LEACHING AREA m,ZryiP 1•�.�ecxa�q®ea _ pender9 oarlxR j 'rlGyl0,1,°'P SJ /��, � 1 �,w�e�r m•vm sr I LEACHING CHAMBER DESIGN \ 1 �i SC4 a l\ iz o. smeerma.sem: S�,pF ry D c1m0' d S f a C'p,�'9C oS�n 1..,� r t,.'•' .. 1 \: 4 •�Ciyv F;'P t.' p h SEPTIC NOTES wvp, .a rmmmom,aasuuw"� e S¢ ?° PERC°TEST:14,814 6 .swim rya. \yow*mmszmxfivo °eeawsrAa.eo oamism ��`� u srosrni+rou as�ro'er SITE PASSED asugm TEST HOLE 1 y TEST HOLE 2 / au�,mnotQmy 'ue`aa metro°s mam.r�ere..mek \• / /- Ytl vis{9k8 ttrtY n>1K'.OPn C�4x.-'. ��e�x I It . I ` . / 9MD ixunf iAVON1onN vare. �� xa.�•m�m® ..... :/ w®s.nv eao.m.ts.umaasem e�vvmwm.o.etive 5 - TEST HOLE-3EL. s TEST HOLE-4 . 16) \ xu�itdM °JH sWOY oraa re/o \ / \ LEACHING sn uvn sum I I 4,.a stet. Total Area To MLW.._'..� xsaaa.d�saone u5w.u. '_iD" esxcan,P<x wn'nn'rytAR•a,.l I iT-I°•—�' _ ^-_ 75J 46fSF- 1.72tAC144\ CROSS SECTION OF CHAMBER \ NOT TO SCALE Is- �(N OF1L}gs y' W �kp SRO net rw ,° ,.°. Wit° - -+ „e. �,.48168is F \ \ DEVELOPED PROFILE OF SYSTEM OM� \ NOT TO SCALE oC7jj c0f`''ba REVISIO'v Working Pidn.., TIRE: Site plan PREPARED BY PREPARED FOR: NOTES: `T !� Proposed Improvements [\[\�� ' °�'�°g& CapeSury Vincent & Linda Bradley 1.) The property line information shown was m At SUIT, COusultlug.I compiled from available record information. m 23 W°°t eo Rd,Suite G 6imw.rAb�•,rM.bCm,Y4Y,Mai® y Y Oster Ile MA 02655 2. The topographic 32& 34 Magnolia Avenue 2— )from an onthe ground survey performed obtained Barnstable r Mass. or between 10/SEP/15 and 22/SEP/15. �L Centerville o Draft: J00 Field:WHK/KAR 20 0 10 20 40 80 3.) The datum used is NAVD '88, o fixed mean 3 DATE'' November 10,2015 SCALE: 1 rr_20r Review:JOD Draft Com sea level datum. / p/Review: KAR/RRL Proj #34040 Proj. III C-846 ASSESSORS REF.. o u � Map 225, Parcels 011 & 035 loot ZONE: 1 s N "." Area (min.) 43,560 SF �� • n. �� i ri a" Fronta e (min) 20' h�°P Width min) 125' / c8/0H I n c a f Setbacks: / Fn . y)�I ri'itui Front 30' ���` u � / % Side 10 o y ��^ s Rear 10' 6'p Location Map: 0- � �; 1"=2.000f" .� ,� gaga f 0 h °o-n�°7� Qj OVERLAY DISTRICT: O ) r AP — Aquifer Protection District °co ^ n, Q JV Pw� cJo�\°oa FLOOD ZONE: /�� Pco,� ti Zones AE, X, & X(0.2% chance) o �' Based on Map # c New Concrete 25001CO5641 / July 16, 2014 oy o� Foundation Top Of Find. Prepared For: o i E1=16.33' (NAVD'88)� The Magnolia. Realty Trust .c Q�' �ir,<, i vg AE( Houser EL1 ,� House FEMA on Location VE(EL14) AE(EL12) FEMA Zone — - VE(EL 14) - 10 AC N/F Ave TrustCS/DH Pendergast Magnolia Find g�• O cep \ Vast Fnd Reba wdc a Re Fn oIE Sedler \1�FCnBJd/ DH B( I Lp 1 Niw G%p Find y Rh �Q� wN A \k ,O UG 1510 H"� ��o et TO /c, a,C F OF BARNS Tg8 CE }� o PrJ� Total Area To MLW 75,146±SF — 1.72±AC Oh,o� Note: w0 o0 1.) The property line information shown was � �FFtij�L14) �ry compiled from available record information. Ve(EL1s) 2.) The structure locations shown were obtained from an on the ground survey performed on or between 101SEP115 and 25/JUL/16. 3.) The datum used is NAVD '88, a fixed mean sea level datum. OF Imss+cy o Co \ stO/ 6 �f @° WHARD R. ch q,p L'HEUREUX . 0" 0. 34312 e T 0 25 50 75 100 FEET Sheet # . .Ca eS u 1 . Title: Plan Of Land Dwg # p � 462 Scale 7»_50' �] 1 of 1 23 West Bay Rd, Suite At 48 Magnolia Avenue Osterville MA 02655 (508)420-3994 (508)420-3995 fox Barnstable( ) Mass Date copesurv@copecod.net Cen t erVIII e DIRECTIONS: Area Calculations �0 I� From Hyannis-Follow Main Street to the West End Rotary, Take-Scudder Avenue to Upland Lot Area = 37,600 S.F. \ I stop sign, and then take a right onto Smith Street, which turns into Croigville Beach Road: Take a left onto Magnolia Existing Lot Coverage = 5,695 S.F. (15.17) ra; Avenue. Site is by the end j/32&34. Includes Proposed Building, Porches, Deck, \- ! Garage, and Pool. REVISED LOT COVERAGE = 6,003 S.F. (16.0%) ems„ j \-•�{ �.: I Includes Cottage z <_t 1�(' (� s�+ Existing Gross Habitable Floor Area = 4,463 S.F. (11.97o) �7 -( I- ,' Per Architect N Location Map: Proposed Gross Habitable Floor Area = 5,065 S.F. (13.47) m 1"=2.000f" Per Architect w Y rl I ASSESSORS REF.: Mop 225 Parcel 071 OVERLAY DISTRICT. °p FLOOD ZONE: / /� o� l / p�`�r.d —— Zones X, &X(0.29.chance) Based on Mop J( 25001CO564J .7;� F. July 16, 2014 ' /i't/ / / I, /' / \ -• � � SEPTIC NOTES ZONE: '//, �\/ `Piw`\ L o uelaias mm wnrca AFPv alLm nx� Frio u A,e Exovmim Fv Tbi,Rojeu On fmv ulv ShII Noke RD-1 � I's 1 l.. I am xt / 'Z u.Regwee Natifmli®may ser.Os®-.9.unn. Area min. 43.5605E 1'`1-' I . ````. \ 2Th CamvotvuRaryvedbSenn Appgaiae Pumin Fmm Tevo ( ) ; \ `a 1 �\ S Agcvv.Fv Cmmvtim Defwa MTlm Phn. Frontage(min)20' Width(min) 125' See Plan i ` l \ 6 \' +.wwe.=se.a Lwa nanooe sJ.m'repty Lo,v BvhLvv sm 1 1 I I \ p� 12r$I eecwwa.aorcue lson.�RFeWmRe.wm r.a<aw 1` _ Setbacks: iwl>'Y^�� ``11 1 I 1 \ m°j�' ^' I3.9' Cava®tim.wvb COAAf wun,WA�be in paxvauex Front 130' al0 cum . Side 0' A MinW,m of Y of.:va u Requ'ved fls.apv All�;amporcw. Rear 10' s.als9vmpe,erciea tb,v Fmn Mare>svble,I �� � ` I .'4:�' '1 E \ vVdtinduiMzvbe x-SO l.mdv®.lI"v Ne Fiy.eJ, l V}x Nw W Recm..,�MRu<aWcwmOvtH3p Alwxy,bel�vd. ' f/' �. wwirind•erFW,hmcrca ,3' / I s.x /v^ �I I I I 4. !/ aQ a' �� ` � � ,� Au e,.°,Q.v.n��IF•trc sae axq•e.e 6m W� / •i��i / p ' O I btu y0 i0 T.sePie sy,umu�I,m,ndmArmmw.wa6aloebat3ooa ' ,p0 2g8t'ABI 1.00.r00twtm Rev,vm,W Oe Tawn°rBrtmvbl, All NFmBto ES SrD.aO PVC. yW4p eina QO / 1r� S 9.0.Box5MIl H,veagw*WWide D®wionof li',md.M'x'vnwn af6'.Wb W'im.n SVlsl,wte. DieL..lu.rcn igwdD r.W. sl.nb•NOL<u Ovp O.Liquid DeFah WaTv,Still E°W m.amRt Eq pb vim uww o' •I'' Slvn Eumd 1,'Belo.tlu ilow Lme.W SNn be Fgwlped\Vetl, r / / / /�i / / � 5 Fro fnilvnutl NeNe SavWlofNV Lmlh 9iU0Ww� ssellllx��eaed / e➢`" / 3 ' roved lwema u. a / / / �od � 1 / of Ix.Aoyo"ne�r;R Frve+ar.wmu«x mb,aa�WSAs we a°a Locvle•Nncllon B o i y1D / / /tom / I /l Ovlside f Tank Pomp Power @ Flool cmi'd /I / cpbles.stoned.A°c,d— ' l ; , / '• r• \ , , , �a with Federp1.State&Local TIT AloBmdgTo Bel On Sepwale y l / y L✓ l(..F I 0 G.I.ol From Pumps 1/2• Plpe Fw Fiml svapwl \ / O Tank' 0 9.0 Sch.40 PVC 24.9 Op-.9 Ab.- From Septic Fw Mpnnde O / _E\ &" 11 Cwnporlmenl Frame dt Cam 1.I /. As O 1 I �Lr ) 1►-3'-2•� c a aPq.`_V/' " ' PUMP COMPARTMENT PLAN VIEW DETAIL 4�r, 'fir � tiry l f r NOT TO SCALE �'i z a J(48 w u o 2s�y w/l Dwelling Londuif Thru chamber For ^r Power&Flool Cables 14•o Manhole (� Frame&cover Flnishad 9'Min. h Gratle corer 4.$ 40 PVC I \1\\ rrpm septic Tank Compartment Fw Oroi NEmergency Emergency Inv To 0-Box 14B Gol. _ Min.2 Lover / Alarm On V.B.50 a Pump On V.8.00 _ ftn Pumps Orr D.7.50 2•e SO.40 PVC Threaded Pipe check / 1 Bof tom E1.547 SecuranPipae 1 Top / ro- Bollo f Chamber a S aR/OH 1/4 N.P.Myers Pump Stable Com acted Ss• rm w Approved Epuvl• Bose OBE �Ht ���re 0U -Pk,,IC Qnfe,the ComPp,the ll the Sf Existing Electrical SeM.:e V . 06J, merx. w- O ° PUMP COMPARTMENT SECTION DETAIL `)> NOT TO SCALE '1 ( b ti Legend: FF. 113.5 F.G EL.12.00 See Note 6(lyP,) O Deciduous Tree DESIGN DATA Flow Equil4— Exiuiy4FtioDeripeJaPvmilW E fP. /_As Regvired Fv aBeNovm,. OF p Insl II Coniferous Tree SB,avmn,Fivi,tirg i$' � C`o.AM1� EL C—Gallon [`�� An�n comportment ,•_, P�� Septic Tonk H-20 ipo EL 11.5 ,x+y, I.S_p ,t r� � �.• yG SEE NO&It I0. D-Box 11.0 (t.W,75 _ Ex15PN0 Cedqr Tree PROPOSED SEPTIC TANK :`` - •�V~ I' t oc20 Isaoaa r.aM "9 0`�'•rA �' T.Be.stoned on /yv cnambegr O Light Post u.e1�F„mwwi s�Mt®Iwmem C �Tab7e Cw.pocEe3'(�ase _ ® water Cote G.481 C38 SC Bedding,'i's. / /]�tN! Inspecllon Porl, I/f tered Rem &R5P"f ('f�'tl &Barrels '- All-U -'loble'Soil Wth'n'.5•of CB DH - Concrete Bound IV1 ae Per Title 5 .The-a,ter.Perimeter:or The system -- m IrrfgolrOn Valve - O —OHW— Overhead We, 'Z ScT --IS-- Elevpllon eonfwr Aj ^IJ I" vvQ Np Wwndwvler #OtIAL E�,u,� MAR 4 1U1Q DEVELOPED PROFILE OF SYSTEM Pe,real Nale, NOT TO SCALE TITLE: Site Plan PREPARED BY: PREPARED FOR: NOTES, Proposed Improvements CapeS u ry 1.) The property line information shown was Sullivan CODBUI�` IIIC compiled from available record information. 1b z3 west Bay Rd,Suite G At ,�„•„, ! x OsteMlle MA 02655 Vincent G. & Linda Bradle�I 48 Magnolia Avenue (66a)4ID 3994/.I0-30s6iw 2.) The topographic information was obtained from on on the ground survey performed on or between 02/MAY119 and 06/MAY/19. �1 0 Centerville 3. The datum used is NAVD '88, d fixed mean arnsta e r Mass. Field: WHK/ASK Review: RRL20 0 0 20 40 eo sea level datum. .a DATE: Oct.4,2019 SCALE: 'n—r301 Comp.: KAR/RRL Prof. // C-846 J G Draft: PMK/RRL Drawing I C846g3A�Bx2 SMOKE DETECTORS REVIEWED ' rf zz R i L ILDING D T. DATt FIRR ED PARTMENT pATEO POTH SIGNATURES ARE REQUIRED FOR PERMITTING Barnstable Bldg,Dept. Approved by: SCANNED BUILDING DEPT. MAR 0 4 2020 FEB 0 3 2020 TOWN OF BARNSTABLE THE BRADLEY BUNKHOUSE PERMIT SET Progressive Designs . ® . CENTERVILLE, MASSACHUSETTS Falmouth, IAA 506-566-5348 January 20, 2020 WAWING U5t COVFP 5Hl�fr Abbriviations AI �X1Ef?IOV�L�VA110N5 AW WINL90W 5CNWU A2 rOUNPA110N PLAN AW PIP5f F1,00k PLAN ADJ. ADJUSTABLE EX. EXISTING FTG. FOOTING PICT. PICTURE @ AT A3 f;00� PLAN ANn f;OO� �PAMING PLAN ASPH. ASPHALT EXIST. EXISTING GALV. GALVANIZED POLY. POLYETHYLENE CENTER LINE AWN. AWNING EXP. EXPOSURE GARB.DISP. GARBAGE DISPOSAL PROJ. PROJECT S.S. SIX SHELVES Aq' �IP51'SLOOP FOAMING PLAN AW A1"'I1C�PAMING PLAN BLDG. BUILDING EXT. EXTERIOR G&N GLUED&NAILED RAD. RADIUS L. LINE 'BSMT. BASMENT ' F.G. FIBERGLASS G.L.L. GAS LOG LIGHTER ' RAFTS RAFTERS 1R-1S ONE ROD-ONE SHELF BTM. BOTTOM 'FIN. FINISH HDR. HEADER REFRIG. REFRIGERATOR 1R-2S ONE ROD-TWO SHELVES A5 C�IUNGFt?AMINGPLAN BTW. BETWEEN FIXT. FIXTURE INSUL. INSULATION RM. ROOM 2R-2S TWO ROD-TWO SHELVES CANT. CANTILIEVER F.J. FLOOR JOIST, INT. INTERIOR - R.O. ROUGH OPENING S4S SURFACE FOUR SIDE M 5FC110N5 C.J. CEILING JOIST FLR. FLOOR JST. JOIST R.S. ROUGH SAWN 2S TWO SHELVES AlG CLG. CEILING FLOUR FLOURESCENT KITCH. KITCHEN SEC. SECTION 5S FIVE SHELVES l 19�f IL5 CER CERAMIC FTG. FOOTING L.V.L LAMINATE VENEER LUMBER SHWR SHOWER 2W TWO WIDE CHIM. CHIMNEY GALV. GALVANIZED LAV. LAVATORY S.L. - SIDELIGHT 3W THREE WIDE C.M.U. CONCRETE MASONRY UNIT GARB.DISP. GARBAGE DISPOSAL LIN. LINEN SLDR. GLIDER i n C.O. CASED OPENING G&N GLUED&NAILED LIV. LIVING STA. STATION 5W FIVE WIDE V 1 L9WOLI110N PLAN COMB. COMBINATION G.L.L. GAS LOG LIGHTER L.S. - LAZY SUSAN STD. STANDARD W/ WITH COMP. COMPACT HDR HEADER MAX. MAXIMUM STL STEEL CONC. CONCRETE INSUL INSULATION MBR. MASTER BEDROOM STRUCT. STRUCTURE b WI I10 MPH WXPOSU C3 WIND ZONE CSD. CASED INT. INTERIOR M.C. MEDICINE CABINET T.C.- TRASH COMPACTOR CT. CERAMIC TILE JST. JOIST MICRO. MICROWAVE T&G TOUNGE AND GROOVE DBL. DOUBLE KITCH. KITCHEN MIL. .001 INCH TRANS. TRANSOM DET. DETAIL L.V.L. LAMINATE VENEER LUMBER MIN. MINIMUM TRAP. TRAPAZOID j D.H. DOUBLE HUNG LAV. LAVATORY MISC. MISCELLANEOUS U.L. UNDERLAYMENT DIA DIAMETER LIN. LINEN M.O. MASONRY OPENING UNEX UNEXCAVATED, DISH. DISHWASH LIV. LIVING NO. NUMBER WASH WASHED DN. DOWN L.S. LAZY SUSAN - N.T.S. NOT TO SCALE WD WOOD DRY. DRIER MAX. MAXIMUM O.C. ON CENTER W.F. WIDE FLANGE` EA EACH MBR• MASTER BEDROOM O.H.D. OVER HEAD DOOR W.H. WATER HEAD ELEV. EACH M.C. MEDICINE CABINET OPNG. OPENING W.W.M. WELDED WIRE MESH ENT. ENTERTAINMENT MICRO. MICROWAVE P.C. PULL CHORD I _ - 222 2 l 22 Im Iy to o I !n m to o to I� 19 a o to —XI 8 $ $ r-04 F m m n z \ 3 I, C) b -n o10 by Z W to r ; m w m I$ I° I� IB 19 Im m \ y X 8 c g o m D cz� g m O f $ Z '. 0 y D JJ 8 I I J m q I r m ................ 0 Z ..._ .. 0 0 0m oIm I g a 0o I I I I I Z3 � F p1. o no m 'I I aasa y44 .......... - H o � - _ t iikk I I zm z *>a o n I > n I I I Q a tl1 I,� � 6'-77•HEADER HT. ,I �12'-0'VAULTED CEILING HT. VAULTED CEILING HT. I � 0 $$$$T$ aaaaaa BBBBBB q'A�' N mmmmmm a Im o < (n m o 9 °n to IT S 1 0 0 Cn 9m ^CACa_ ® mmT71�To 1 zY_ p 0;I iO an omz f - oo m p � ,, � � � � MMm�rn�m z � m -n 2 ���� m 1•�q mmmmmm01 r ------ m m .,m ssa .......I g9 9 s .....`................... r b \\\ �" ...._!........ ....._ i ....� n \�\ c I 'I � � N. 2 e" \ =rn E B N a� o0 g o A A � mm 6,-10e• amam�� mo n at g q'-0" I y 'i' 'i'z i i Fes+• ri Trogre55fve DATE: January 20,2020 The Bradley Bunk House EXTERIOR ELEVATIONS Des;g .s OF PREPARED BY: DK 48 Magnolia 7 FILE NAME: CENTERVILLE, MASSACHUSETTS 5o8-566-5348 ------------------------------------------------------- NOTE: CONTRACTOR OR SUPERVISOR RESPONSIBLE FOR THE SCALE: 1/4" - V-0" PERMIT SET THE VERIFICATION AND CORDINATION OF ALL DIMENSIONS, ROUGH A1 ROUGH OPENINGS, ELECTRICAL HVAC & STRCTURAL SYSTEMS. 1 D 1 3 6 12 ALL CONSRUCTION SHALL COMPLY WITH FERERAL, STATE AND LOCAL BUILDING CODES (D -n 0 23'-r c z 20'-(r T-r II ..................................................................... .................................................................................... q t 9 .............................................................. ......................................-.......... r-r 23'-r ZO c) -1 M to -n- Ri '0 znD 905H-am a 0 M - ;ITzt cn 20'W 3,-r X1 7 O �ZiN n 4-F 0 P om QS'! - -. 8 z 0 OR mj�" p� I....I................. -1 z -0- SM12 a z PD 0 m m z m m c B.A. M 74r 'n M - 0 '' 22 C�) z Z-V T O��9< 6.M oMto Z:2 o O - 2m' " im PP22z [E99 m6jo m 10.6 M .00,1-M -.0 00Z 15 z 'M moo 0 RIM. 0. om.>p a m :0 mm 0 Am ................. ................... ................... ..... .............. Progressive DATE: January 20,2020 The Bradley Bunk House FOUNDATION PLAN Designs OF PREPARED BY: DK 48 Magnolia FIRST FLOOR PLAN 7 FILE NAME: CENTERVILLE, MASSACHUSETTS 5o8-566-5348 -------------------------------------------------—---- NOTE: CONTRACTOR OR SUPERVISOR RESPONSIBLE FOR THE SCALE: 1/4" - v-o" PERMIT SET THE VERIFICATION AND CORDINATION OF ALL DIMENSIONS, ROUGH ROUGH OPENINGS, ELECTRICAL HVAC & STRCTURAL SYSTEMS. A2 0r==11=�3 �6 �12 ALL CONSRUC11ON SHALL COMPLY WITH FERERAL, STATE AND LOCAL BUILDING CODES o m O >r T 7 12 b Z W12 12:12 12:12 0 ?� � N m �_ m m m 0 € < -" N T m 2.10 RAFTERS O 16'O.C. I� r y YD 4'Y N m R -n B® _ < m Z o o 9 G) III! b N � � � y I • —1s1�1' W (� o O N n r � � D Z^ g � N G) ■ �Q3 STRUCTURAL RIDGE - f o ■ I N 9L62�.��0^� C@ ■ � pm�mO�m'O Z � lm.M m x _... . .. . . . ... __._.._...._. . .......... - ■ 1 m"A�pA3 Z - .. . .... ■ zOm� S2 ■ 1 OITr ■ ��4nmp5C� N ■ Cy Ni0 ■ OM04 Com Oz ■ 4�A=Z7Fy�mm N f 2X4 X s X O (a SECONDARYyf COLLAR 70 41 m m D Ul O 76.O.C.C. . o > K ep8 m Z 9£g C) m v C® m 8 3 Progressive OF DATE: January 20,2020 The Bradley Bunk House ROOF PLAN D¢s[gns PREPARED BY: DK 48 Magnolia ROOF FRAMING PLAN 7 FILE NAME: CENTERVILLE, MASSACHUSETTS 508-566-5348 ____________________e___—_ NOTE: CONTRACTOR OR SUPERVISOR RESPONSIBLE FOR THE SCALE: 1/4' - I'-D' PERMIT SET THE VERIFICATION AND CORDINATION OF ALL DIMENSIONS, ROUGH A3 ROUGH OPENINGS, ELECTRICAL HVAC h STRCTURAL SYSTEMS. ° 1 e 12 ALL CONSRUCTION SHALL COMPLY WITH FERERAL, STATE AND LOCAL BUILDING CODES cn -n- ;0 cn II n 18-II• , r 40 0 X Da z i a j® oim R 19°d'I'd 9" 14'-11' D � v � n W N C n D' m m - -- � m m n w 0 D 2' 4-2- 2 D-4 z m II !A D y -n N N A a 0 b < o o 0 N _....._................. r N a, ::.::.::::::.::.::.::.::..... o o -n T T r C s N z Tr 00 @o 0 N o ^Z^ e UJ -------------- Z � I T ■ G� ox�aoo� ■ Zo A o-;-09< Z j 1 �moyAc� y ■ �ynNfn O . ■ g4 0o4 ■ co 2 z o Z o m ........._�_�_ _�_�_ _�_�........... mG �p N r X 9N Zy X O y f=rl W -T, y D m D O > < m Z A c K m � N CD � D 4 Progressive r DATE: January 20,2020 The Bradley Bunk House FIRST FLOOR FRAMING PLAN De s i g n s OF PREPARED BY: DK 48 Magnolia ATTIC FRAMING PLAN 7 FILE NAME: CENTERVILLE, MASSACHUSETTS 5o8-566-5348 -----------------------------------------—----------— NOTE: CONTRACTOR OR SUPERVISOR RESPONSIBLE FOR THE A SCALE: +/4' _ �'-D' PERMIT SET THE VERIFICATION AND CORDINATION OF ALL DIMENSIONS, ROUGH A4ROUGH OPENINGS, ELECTRICAL HVAC & STRCTURAL SYSTEMS. TT ° ' 3 e 12 ALL CONSRUCTION SHALL COMPLY WITH FERERAL, STATE AND LOCAL BUILDING CODES (D 1-4 n D of N � c m r V m m d IT r— 2Xe CEILNG Jasn o is•O.C. m ao m m s D z•o-a•r m nG) W 'n o Z r v G) a s D o Zs o Z , ... z 7- z ...................... D D Z m ■ ..................... .. . �rM N - r ■ I m �g0cozp ... .... a Am ... ....... ■ 'mo„< ... ... . ... .. ■ 1 map �; Z zor -A6q ■ 1 omzo�g ■ �y 50 ■ I 5� 0� Z ■ A X < x m Y N yllllll �� o $ � � 8= m y A Z F L1 m ig P p p $ m fTl r� C CD z] r 5 Progressive DATE: January 20,2020 The Bradley Bunk House CEILING FRAMING PLAN D e s i g n s OF PREPARED BY: DK 48 Magnolia 7 FILE NAME: CENTERVILLE, MASSACHUSETTS 5o8-566-5348 ______________________________________-- NOTE: CONTRACTOR OR SUPERVISOR RESPONSIBLE FOR THE SCALE: I/4" a 1'-0• PERMIT SET THE VERIFICATION AND CORDINATION OF ALL DIMENSIONS, ROUGH AC1 ROUGH OPENINGS, ELECTRICAL HVAC & STRCTURAL SYSTEMS. �J o 1 a e 12 ALL CONSRUCTION SHALL COMPLY WITH FERERAL, STATE AND LOCAL BUILDING CODES 0 $ $ $ i $ T!" (:MZ08 $ $ $ p $ 0 0 o I� gg Ig Ig p I� I Im y l S'-W STUD HT. m T b,SS.J WINDOW RO. TW2446 b r i i i 2•�F =+ m Z — ..... ....... .. . s ia•io- Ipl I �I I r � I 19 4'4r y d 9 In° I I 8 Rma II g L co r1> 41 m m T111001 I$ I$ I to la a � I :.ZQ1 Q 1 I$ b 1Ti Z STUD ;y - � El — EA SLOPE c- A m " I a4 1E1® z I A L — J LJJI dA m€- y c� m m e X b m G V1 i Lj: D x LJ g $ LJ Z Q cZZ �2Z < L J - II Z Z T m o[y" m A O - b n Irdal� I m O 4 —�� m _j l 4 m L III JII ° ° I J —J� ZW J , l BgB J v I I Ikl Q" 0 " �, e l d t O I � i Ih o�p AC �0 ig 6 Progressive DATE: January 20,2020 The Bradley Bunk House BUILDING SECTIONS AND D e s i g n s OF PREPARED BY: DK 48 Magnolia INTERIOR ELEVATIONS 7 FILE NAME: CENTERVILLE, MASSACHUSETTS 508-566-5348 ------------------------------------------------------- NOTE: CONTRACTOR OR SUPERVISOR RESPONSIBLE FOR THE SCALE: 1/4' - V-0- PERMIT SET THE VERIFICATION AND CORDINATION OF ALL DIMENSIONS, ROUGH A6 ROUGH OPENINGS, ELECTRICAL HVAC & STRCTURAL SYSTEMS. o 1 s S 12 ALL CONSRUCTION SHALL COMPLY WITH FERERAL, STATE AND LOCAL BUILDING CODES i I I I I I m to M n v m II r v m co o � _ Z J n n m ~ � r � fx a v o o - x i 2 �x m n O $ PT m m �g s • o c s° • Z A 9 ----- m . T II r --------- --------- 71 - O o � _ io H p ZF ; n ^ ny m _ $ n 8: g` • �g� m $ � r A 0 Z m Z s $ � 8 � g A a 6" 4' S N iZ C B p Z yvy 5pq a v • - m r iL - r - - _ _ �.. V 00 gm �mg g ��• r 1 o D_ gog op CC n C p $ yxy ,n 8 � ,t1i A A m W O r AOODm ju � ° 2� o _Vy s pp mn 52 O O M D O 8IS IIz. O T Ap0O N Z m2 T M. a-0' g N 6 Progressive DATE: January 20,2020 The Bradley Bunk House DETAILS D e s i g n s OF PREPARED BY: DK 48 Magnolia - 7 FILE NAME: CENTERVILLE, MASSACHUSETTS 5o8-566-5348 ------------------------------------------------------ NOTE: CONTRACTOR OR SUPERVISOR RESPONSIBLE FOR THE SCALE: As NOTED PERMIT SET THE VERIFICATION AND CORDINATION OF ALL DIMENSIONS, ROUGH A7 ROUGH OPENINGS, ELECTRICAL HVAC & STRCTURAL SYSTEMS. I o 1 3 6 ix ALL CONSRUCTION SHALL COMPLY WITH FERERAL, STATE AND LOCAL BUILDING CODES y T O 23'-r m � T-r n -n � r O O 7K__ _____� m O I II I Im I x_II � I �3 I Z L — Z II II II II II II II III ILL I II II I I II II I N II ; II > II i y II 4 �zq mG) II II III � III II�yyII IyyI�I� . 7� rf II II II II II / I II I I I I � I L------------A �ra 1r.a Progressive OF DATE: January 20,2020 The Bradley Bunk House DEMOLITION PLAN D e S 18 n S PREPARED BY: DK 48 Magnolia FILE NAME: CENTERVILLE, MASSACHUSETTS 5o8.566.5948 _______________________ NOTE: CONTRACTOR OR SUPERVISOR RESPONSIBLE FOR THE w SCALE: /4' m �'-o' PERMIT SET THE VERIFICATION AND CORDINATION OF ALL DIMENSIONS, ROUGH D1 ROUGH OPENINGS, ELECTRICAL HVAC & STRCTURAL SYSTEMS. o 1 3 6 12 ALL CONSRUCT10N SHALL COMPLY WITH FERERAL, STATE AND LOCAL BUILDING CODES d � 21 � d F- In x I w_ _ AWC GUIDE TO WOOD FRAME CONSTRUCTIONIN HIGH WIND AREAS 110 MPH WIND ZONE x N w MASSACHUSETTS CHECKLIST FOR COMPLIANCE(780 CMR 53012.1.1) W r x H Z x p(9 M Checklist N w o o NAIL SCHEDULE 8d Z_ p COMMON AT 3"O.C. ¢ ?< cc O ; Wm 1.1 SCOPE O zin p Wind Speed(3-second gust).........................................................................................................110 mph w N J N -I - ¢ Wind Exposure Category.................................................................. ...................B m W ¢ O ..................................... M O_ J J O Z K Z 1.2 APPLICABILIT Y 2 U w • Number of Stories...............................................................(Figure 2)................... 1 stories s 2 stories �, W W ¢ LL Roof Pitch...........................................................................(Figure 19)................................12_12 s 12:12 �L cc Mean Roof Height...............................................................(Figure 2)...................................14_-9'R s 33' C, d1 Building Width.W................................................................(Figure 4)....................................23_-T R s 80' = O z U j Building Length.L...............................................................(Figure 4).......................................34 R 580' N S I. j ' Building Aspect Ratio(L/W)................................................(Figure 4).....................................1.50 5 3.0:1 J Cr ¢ x a 1.3 FRAM NECTIONS s/8 ANCHOR BOLTS w/ \SyF General comNplianceNwith framing connections?..................(Table 2)......................................................... xV o S U 1. I 3"x3"A PLATE WASHER TYP. ''r4 2.1 ANCHORAGE TO FOUNDATION W o < N o Type of Foundation..............................................................(Figure 5)..................................CONCRETE 2 U z to z O Foundation Anchorage p I _ TYP.HORIZONTAL DOUBLE NAIL EDGE Proprietary Connectors - a � F CDcF.h Z Uplift......................................................................(Table 3)..............................................U=217 pit .� z ¢ z o / STAGGERED NAIL PATTERN Bd COMMON p v w J L------------------ ( Lateral.....................................................................(Table 3)...............................................L=132 plf O w a - -------- VARIES PER SHEAR WALL SEEAI2.) -------------- ----------- � - - Shear.......................................................................lTable3).....................................-......5=302 plf Q o: z m -------- - 5/8"Anchor Botts t -• J i ---------------------y TYP.7/e WOOD STRUCTURAL Bolt Spacing............................................................(fable 4)..........................................................59 in. r o W =o J o —— VERTICAL PANEL SHEATHING Bolt Embedment...._...............................................(Figure 5)........................................................— z ¢J L------- T in. GARAGE OPENING DETAIL Washer Size............................................................(Figure 5)..............3"in.x 3"In.x%'In.thick 1 SCALE:Y2"= 1'-0" TYP.VERTICAL EDGE NAIL SPACING 3.1 FLOORS 8d COMMON VARIES PER SHEAR WALL Flocr framing member spars chedwd2.............................. IRC or WF SEE Al2.) Maximum Floor Opening Dimension....................................(Figure 6)......................................N/A ft.512' _ i T Maximum Flow Joist Setbacks TYP.FIELD NAIL SPACING Supporting Loadbearing Walls or Sheanvall..................(Figure 7)..................... _ • (8d COMMON VARIES PER SHEAR WALL Maximum� �Ft"Joists ----------••••••••••••0 R 5 d • SEE All-A20 O.C.) Supporting Loadbearing Walla or Shearwall..................(Figure 8)..............................................0 R 5 d r ,.: Floor Bracing at Endwalls.....................................................(Figure 9)........................................................ � r Floor Sheathing Type.._......................................................(IRC or WFCM)...................TBG PLYWOOD Floor Sheathing Thickness..................................................(IRC or WFCAn ............................3/4" In. ) :..,, Floor Sheathing Fastening............_....................................(Table 2)8d NAILS-6"in.EDGEII2"in.FIELD Cl) ) r (3)HEADER ) i= 4.1 WALLS d r u Wall i Loadbearing ......................................................(Figure lO).....................................8"-21/4"ft.510� yc Non-Loadbearing Walls.................................................(Figure 10)..................................... 15"-3"R 5 20'_ C Non-Loadbearing DBL.JACK STUD Wan Stud Spacing...............................................................(Figure 10)..............................16"m.5 24"o.c. = U I t C N -( Wall Story Offsets................................................................(Figures 78)........................................0"in.5 d .19 Q n O �O WINDOW-DBL C''c0 II U uN�P 42 EXTERIOR WALLS = U i SILL PLATE �1'O,9 j, G FO Wood Studs 70N GOB Loadbearing Wags................................-.......................(Table 5).......................2x 6- 8 R 0 in. J M Q Nonloadbearing Walls.................................................(Table 5)........................2x 6-15 R 3 in. Bracing-Gable End Walls n .. WSP Attic Floor Length.................................................(Figure 11)................................WAR t W/3 �L � LLI I W WALL OPENINGS—STUDS AND HEADERS GypsumCeilingLength.................................................(Figure11).................................35 RZ9.9W _ r $ Double Top Plate .=1 U) -!i cc 0 SCALE:Y2 = I'-0" Splice Length........................-.................... _.........(Figure 13)................................... ......8 R .� Splice Connection(no.of 16d common nails)...............(Table 6).............................................8 ML C r Loadbearing Weil Connections W CD w NOTES: Uplift.(preprietary connectors)......................................(Table 7)......................................U=189 Ib. ~ n Ii 1.)THIS CHECKLIST SHALL BE MET IN ITS ENTIRETY.(EXCLUDING THE SPECIFIC EXCEPTIONS NOTED Lateral(no.of 16d commion nails).................................(Table 7)...................................... .....2 Z i IN II2)TO COMPLY WITH THE REQUIREMENTS OF 780 CiA1R 5301.21.1 ITEM 1.IF THE CHECKLIST IS Non-Loatlbearing Wall Camhecibrrs DO LLl n W MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS AND HOLD DOWNS ARE NOT Up1iR(Proprietary connectors)......................................(Table 8)......................................U=169 lb. ✓ �••• V i a 5/e ANCHOR BOLTS W/ REQUIRED PER THE"WFCM"(WOOD FRAME CONSTRUCTION MANUAL)110 MPH GUIDE: Lateral(rho.of 16d common nails).................................(Table 8)............................................. 2 3-A3V,"PLATE WASHER TYP. STEEL STRAPS PER FIGURE 5 WHlOpenings -20 GAGE STRAPS PER FIGURE 11 Spans................................................................(Table 9)..................................10 R 0 In.s I V UPLIFT STRAPS PER FIGURE 14 Sill Plate Spans..............................................................(Table 9)................................4 fL 0 in.s 17 -ALL STRAPS PER FIGURE 17 Full Height Surds(no.of studs).....................................(Table 9)..................................................4 CORNER STUD HOLD DOWNS PER FIGURE 18a AND FIGURE 18b Connediorw at each and of header or sill .1 - 1 I 2)EXCEPTION:OPENING HEIGHT OF UP TO 8 FT.SHALL BE PERMITTED WHEN 5%IS ADDED TO THE" Upfrft.(proprietary connectors)................................(Table 9)......................................................300 lb. ✓ Jy� PERCENT FULL HEIGHT SHEATHING REQUIREMENTS SHOWN IN TALBES 10 AND 11. Lateral(proprietary connectors)..............................(fable 9).....................................................660 lb. N L---------------------------------- 3.)THE BOTTOM SILL PLANE IN EXTERIOR WALLS SHALL BE A MINIMUM 2"IN.NOMINAL THICKNESS Wall Sheathing - O -------------------------------------- J PRESHURE TREATED#2-GRADE. Minimum Bullding Dimension,(W)WIDTH C) 4.)"A"FROM TABLE 10 AND 11 AND LOCATION OF WALL SHEATHING AND ASPECT RATIO,DETERMINE Sheathing Type.......................................................(Table 10)...................................1/2"PLYWOOD JL - I i PERCENT FULL-HEIGHT SHEATHING AND NAIL SPACING REQUIREMENTS. Edge Nail Sparing...................................................(Table 10).........................................._In. N L------------------------------ J•/ Field Nail Spacing.........:.........................................(Table l0).........................................._In. WALL OPENINGS-STUDS AND HEADERS Shear Connection(no.of16d common nails).........(Table l0)-..............................................._ = aEEPAGEwss Z, Hold Down Capacity,................................................(Table 10)............................................_lb. LD 2 - • - Percent Full-Height Sheathing................................(Table 10)............................................._% 3 SCALE:Yz = I'-0• GENERAL NAILING SCHEDULE � McAmum Building Dimension,(L)LENGTH Y JOINT OESCRIMON NUMBER COMMON NUMBER OF BOX NAILS NAILING SPACE Sheathing Type.......................................................(Table ll)...................................1 RY PLYWOOD Q EdgeNeil Sparing...................................................(Table 11)............................................ In. _ Field Nail Spacing...................................................(Table 11)............................................. in. M eOako ro RAPIER(Er1p1NREe) P-im Non EAp1 ENO Shear Connection Inc.of 16d common nails).........(Table 11)............................................. in SEE PAGE wsz - ,., WALL OPENINGS—HEADERS IN LOADBEARING WALLS Hold Dorm Capacity................................................(Table ll)............................................._III. d _ Percent Full-Height Sheathing................................(fade 11)............................................._% MINIMUM REQUIREMENTS AT EACH END OF HEADER rosnm(FACE NA6ID) x-hm z-1m xo.a We Cladding HEADER SPAN HEADER NUMBER OF FULL- +m 1s•o.c ALONG EDGES Rated for WIrM Speed?........................................................................................................................ } o (�') SIZE HEIGHTSTUDS LB. L8. JLUIJ])) Zed I-tm EnCN ERG o 5 2' 2-2x4 1 277 132 3-1m �1m EACN rnocx .1 ROOFS .. Z 11. a1m E•CN Jolsr Roof framing member spans checked?...............................(IRC or WFCM).............................................. W W a son s1m PERmm 3' 2-2X4 2 416 198 — PE Roof Overhang............................................. VT(Figure 19).......................7 1 ft.5 Tor lJ3 •1m RJGST Truss.Wolst,or Rafter Connections at Loadbearing Walls Q •• n 4' 2-2x4 2 554 264 - - Proprietary Connectors •• d Z J as mvssEs sPnc®wrolro.c. m 1m P®GErs'Flm iota 12............................................U-203 Ib W oa mussEs sPac®ovEa lr o.a m 1m �-EOGE ca•Flao upieral t......................................................................(re ) -� F— W W Q 5' 2-2x4 3 693 33O EENGWALL R,V�OR MIe:TRIAaM m 1m rEOGErd•PaLO Lateral.....................................................................(Tale 12).............................................S=_Mb. Q J V o ware ahrERR,vxr _ - - Sheer.......................................................................(Table 12)............................................S=77 lb. d LL- U) LE ENowA m.00 aft R,VQ:rakuard m 1m rEOGErAFElO (T ) .....T=130 oil J 6' 2-2x6 3 831 396 cluuL ounoolaFs - Ridge Strap Connections-Tension.................................... able 13................................... IN m 1m rEocEN•REko Gable Rafter Outiooker........................................................(Figure 20)............................1 R57or L12 _ 7' 2-2x8 3 970 462kw&MINUOullooker Connections at Non-Loadbeadng Walls B. 2-202 3 1,108 528NALE7SHEXTRING— - Proprietary Connectors m 1m Uplift........................................................................(fable 14)....................................U=417 lb. e� r EooEr 1r F�ko Lateral.....................................................................(Table 14)......................................L=276 lb. 9' 2-2x10 3 1.247 594 m _ rEcoErr FlEko Roof Sheathing Type...........................................................(IRC or WFCM)..........................PLYWOOD v 10, 2-202 4 1,385 660 rEOGE 1p FlElD .. Roof Sheathing Thickness................................................... .........................................12"In.2 3/8"wsp � LL 11' •aa LFss Ind sEocErlr ForaRoof Sheathing Fastening...................................................(fable 2)............................................................... 0 2-2x10 4 1,524 726 CUSTOM QUALITY COPING(TYP.) CONTINOUS BOND BEAM @ TOP POOLS OF WALL w/(3))#4 BARS(TYP.) COPING 6 INNIS DRIVE COPIN BILLERICA, MA 01821 3/8"MIN WHITE'MARLITE' PLASTER TIGHT TO RING ANTI-VORTEX COVER e,�w�e,� SEE POOL DETAIL#FOR TYP. oW WAIL—Al 978-663-8290 2"MIN.CLR. _z " FREE-DRAINING (TYP.-WATER SIDE) PROVIDE(2)#3 T,.„.,,, ,,. � � , info@customqualitypools.com STRUCTURAL PROVIDE#3 TIE TIES AS SHOWN N FILL(TYP). #3 @ 6"O.C.(VERT.AXIS) PROVIDE ADD'L#3 POOL SKIMMER #3 @ 12"O.C.(HORZ. HYDROSTATIC VALUE BENT BARS AS �i _____ PROVIDE 3/4" 0 CONDUIT TO DECK 12"MIN.ABOVE P0OI RPFr-q 5 COLLECTION TUBE WATER LEVEL P..A 2'0 PVC PIPE OUT SIZE: 18'x 36' SQFT: 648 2"LINE VACUUM BREAKER L 1 1/2"STONE EQUALIZER TO PUMP -,A DEPTH: 3'6"-8" EST.TOTAL GAL: 26,730 NEW POOL LIGHT (110 V 500W). #RETURNS: 4 #SKIMMERS: 2 GROUND PER PROVIDE ADD'L#3 3"MIN.CLR. "T° "` TILE: 6"WATERLINE vcucnua�.,wr PROVIDE ADD'/#3 BENT LIGHT BENT BARS AS AUTO COVER: NO (TYP.-SOIL SIDE} SHOWN(2 EACH WAY INTERIOR MATERIAL: PEBBLETECH/SHEEN PROVIDE ROCK PACK. P3 PLIIMRING 25 SCALE-NTS 27 SCALE-NTS TILE-NTS RETURNS: ADJ.EYEBALL SKIMMERS: SURFACE 2s P4 SCALE-NTS POOL MAIN DRAINS: 2 SPA MAIN DRAINS: - SCALE-NTS CLEANING SYSTEM: TBD SPA SPILLWAY: WATER FEATURES: NEGATIVE EDGE: LIGHTS IN POOL: 50OW 120V LIGHTS IN SPA: FOLIIPMFNT 36' POOL PUMP: 2.5 HP VRSP SPA PUMP:- EQ. EQ. FILTRATION: 450 FT2 MM CART FILTER SPA HEATER:- EQ. EQ. HEATER: 333,000 BTU MAXITHERM GAS:NATURAL TIMER:TBD SPECIAL:- ��'� 14"coping , �D BENCH POOL LIGHT(2) SURFACE SKIMMER POOL STAIRS MOTES O O 60 LL MAIN DRAINS LLJ r � 2 C'3 ap a Z ® CO NOTES: LL CD O 1. FOR ADDITIONAL POOL INFORMATION SEE POOL SUBMITTAL FILE BY THE POOL 3: INSTALLER. 0- 2. POOL TO BE CONSTRUCTED IN ACCORDANCE WITH THE 8TH EDITION OF THE MASSACHUCHETTS BUILDING CODE,APPENDIX'G'. ' _------\ 3. POOL STRUCTURE TO BE CONSTRUCTED ON UNDISTURBED PROOFROLLED NONORGANIC 14"coping AND NON-EXPANSIVE SOIL WITH A MINIMUM BEARING ALLOWABLE OF 3000 PSF AND A MIN 4" LAYER OF 1.5"COMPACTED STONE. ALL WORK TO BE IN COMPLIANCE WITH TEH AMERICAN sFAl CONCRETE INSTITUTE ACI-318-02. 20 _POOLL SCALE I11-LAYOUT' 4. SKIMMER, MAIN DRAIN, POOL LIGHT, & RELATED DETAILS Pa POOL STRUCTURE TO BE DESIGNED BY OTHERS AS REQ'D. 5. THE SHAPE AND DIMENSIONS OF THE POOL MAY BE ALTERED WITH THE FOLLOWING j A�� 36' CAVEATS: No. 42536 8' 12' 6" 15'6" A.THE MAXIMUM LENGTH WILL BE 40'-0" F4 B. THE MAXIMUM WIDTH WILL BE 20'-0" C. THE SHAPE MAY BE RECTANGULAR OR IRREGULAR. , ,rke D.THE DEPTH SHALL NOT EXCEED 8'-0" w E. THE RADIUSES SHOWN FOR THE DEEP END AND SHALLOW END SHALL BE AS SHOWN Od rn BUT MAY BE INTERPOLATED TO DEPTH. F.THE PITCH FROM THE SHALLOW END TO THE DEEP END SHALL NOT EXCEED THE PITCH PRO.]= INFO- SHOWN. BRADLEY RESIDENCE ao NAME: 3. 6. THE POOL CONSTRUCTION IS TO BE IN FULL COMPLIANCE WITH THE 8TH EDITION OF THE ADDRESS: 48 MAGNOLIA AVE MASSACHUCETTS BUILDING CODE,APPENDIX G. LISTED IN SECTION AG108 OF APPENDIX G . ARE THE ADDITIONAL STANDARDS THAT WILL BE ADHERED TO, INCLUDING BUT NOT LIMITED CITY: HYANNISPORT MA TO THE FOLLOWING . AG103-1 ANSI/NSPI-5, STANDARD FOR RESIDNETIAL IN-GROUND STATE: SWIMMING POOLS. AG106.1-ANSI/APSP-7, STANDARD FOR SUCTION ENTRAPMENT PHONE: ZIP: AVOIDENCE IN SWIMMING POOLS,WADING POOLS, SPAS, HOT TUBS AND CATCH BASINS. ARCH NAME: AG103.3-ASCE/SEI-24, FLOOD RESISTANT DESIGN AND CONSTRUCTION. AG105.2, 27 sGALE-1;4 :1 AG105.5-STM F 1346, PERFORMANCE SPECIFICATIONS FOR ALL COVERS FOR SWIMMING ADDRESS: POOLS, SPAS AND HOT TUBS. AG105.2-UL-2017, STANDARD FOR GENERAL-PURPOSE SIGNALING DEVICES. CITY: STATE: PHONE: Zip: 7. AUTOMATIC SAFETY COVER TO MEET OR EXCEED ASTM F-1346-91 REQUIREMENTS. JOB#: CQP102116 f s � t `�w � •�• look DIRECTIONS:. � �' ; - Legend: From Hyannis -Follow Main Street to the - West End Rotary; Take Scudder Avenue to j '���1r' 0 CB/DH Concrete Bound stop sign, and then take a right onto r� / 0 SB/t)N - stone Bound Smith Street, which turns into Croigville Fnd �f ` ' s Beach Road; Take a left onto Magnolia r , . 4- Utility Pole Avenue Site is by the end #32 & 34. r �o e Deciduous Tree 4w 4 • z k�� ww�� tx s�" �� � b'. � rr � � /j Coniferous Tree CB/OH J Cedar Tree �; rr r/ Light Post r\ �s • �� r { 'r / , / �06 `� \ ® Water Gate Hydrant o r / Hose Bib ` ! o `x \ { / ° rr ') °o '� cod ® Irrigation Valve Location Map: ,{ �� / �jr �, `r , ° ,P, » » fr !` rr�, 1 r 1�\� �' ;• tr ..� `%h � ,o� OHW- Overhead Wires c Elevation 1 =2,000E `��Q { `_ �t ` 1 , 3} �' ......... . .. Undergrouno� ility Ln `T ) ' 0 ! ' r oil{ ASSESSORS REF.: � C'O Map 225, Parcels 011 & 035 Q) er ,y j p ­P �1/b OVERLAY DISTRICT: AP - Aquifer Protection District y' t 90 f // R" FLOOD ZONE. F Zones AE, X, & X(0.2% chance) �7p r c ' ah 1 �, f Based on Map # rc 'ZIPe it j 1 ,' ;' 25001 CO564J Gravel rr j> 1 ', � Jul 16 2014 Q Drive :� i H r Are' 'y rrQ r ea' r / ae Upland Lot Area 37,600 S.F. ` ZONE: �' / ' ,' ��� G)' Proposed Lot Coverage = 5,078 S.F. (13.51Z) RD-1 Includes Prop osed Building, Porches Deck Area (min.) 43,560 SF r` , / i / , ,' i ',' o and ExistingGarage. Frontage (min) 20 r / j ! / ' i°I , ty Width (min) 125' See Plan r\ Setbacks: Gross Habitable Floor Area = 4,463 S.F. (11.9%) Front 30' {, r /� / l j ' ' ® � Q��p/' QUO iff Per Architect Side 10 Rear 10' 4 > `� 1 Buffer Zone Calculations r' f sz i Y� ~� i �r r r r i �s I { t fir' wood,? Existing �®RR 7Q rr 1 PVCSte PSG 0-50' = 725 SF C Conduit �,� °rl Proposed tits ' \ rr r ' f f �, ••. 010, f �,Q ..... i cr 0-50' = 587 SF %/ .T Existing y cr 1r i' jl f /er Its •'`+S .. THE 50-100' = 3,400 SF ,� Proposed ,• , f„ k°ate t � ' ,t fT'j c / - r :r / .. �;r w= z` o / 50-100 - 3,850 SF ooa J err r r;m 46rR ., ,% =/ ' " • r �` / f ��, If Mitigation Required o § / ffi� / / lI (585 SF - 725 SF) X 4 = -560 SF Mj � Ott F Y ,21 2 •.,• ,1 _--" , / �. F�Y � � , .yam••• ,/� _ rr ,, Q6 f rr 1 I n, A �� 1/ (3,850 SF - 3,400 SF) X 3 = 1,350 SF w/f / r ,' Total Required - 790 SF Total Provided = 1, 160 SF \ i oor wolf17 . i °,m //%i%i i i r i �c tl e 16e€k*l waft 1 t / CD 1 �g \ +\+ i y� 't �t + +r + \ + op °� / ;pOQ� ti DESIGN DATA ++ +\, ''++++}. 4 �� ""...,: Single Family G (�r - / _ ++ '\• ++++++ + ` S :.•� -rJ "� -8 Bedroom @ 110 GPD + + + + + + 1 O No Garbage Grinder ++++++ A -10 •• •�:y� A Total Daily Flow=880GPD oo \l +v�+ +++..++ �1 va V /T�, ` \� f •••'4 " �. ,i' Use a 2,000 Gal Septic Tank NSF r cDrs - + ,� + + T 'ati, �, J d AVe1Trust �. �S��1i �`p + + + Ojy�/per { LEACHING AREA + + + + Magnolia p� �cT�p + + + ,p - e'� .• s � 880 GPD/0 74(LTAR) 1,189 SF Requir 1 ° Pendergast �•' / c� x�AS��'\- \ ++ +++++ SJ t jr�J G a tit )` Sidewa11=2(12'-]0"+72')2'-3395F /A' Q "r + + + Bottom Area=(IZ-10"x72')=923SF r CB/DH / '`�. '4J/>, /li ++++++ `\ f (;/ Total Provided 1,262 SF Fnd \ 31 A� * * - ± ++++ ` J '•.,ti LEACHING CHAMBER DESIGN f / + +\..+ + + s / Q i, + + + .+ + + L vv , L v + + ++ s++++ , I` All Pipes to be Schedule 40. Use CB/DH , �� } + + + 't + / C. I 8-500 Gal.Leaching Chambers in a Fnd Z OSO \ -'� g + +++++ + +++ 12'-10"x 72'Washed Stone Field as Shown. s Rebor /7i C �� + + +\ +,f t w/coP / �A ` > + + + ++.+ + l {� ,• ReJ r S rFAS, `r ++ ,. ++++++ + S �ooc 82 10. CB/DH To ++r ++++++ j Fnd C19�9� OS� fit' \\\\ + + { ebar w/Cop FndT, , .a SEPTIC NOTES a \ Q 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours O `J O O iS CD A, Prior to Any Excavation For This Project the Contactor Shall Make the Required Notifications to Dig Safe(1-888-344-7233)and contact q,� Sullivan Engineering&Consulting Inc.(508-429-3344). 2.The Contractor is Required to Secure Appropria0c Permits From Town 1' \ 0 0 40 ! \\1 C Agencies For Construction Defined by This Plam 1` �C (� 1 (��/ f f 001 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall 11C / CD-9 \ PERC TEST: 14,824 Be Constricted of Class 150 Pressure Pipe and Shall be Water Tested to \ f f PERFORMED BY:CHARLES ROWLAND,EIT- SULLIVAN ENGINEERING Assure Watertightness. In General,Water Lines Shall be Constructed in RY CB OH SOIL EVALUATOR NO/ .13586 Coordination With COMM Water,and Shall be in Accordance Fnd \ j ' \ WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE With 248 CMR 1.00- & CMR 15.00. SEPTEMBER 23,2015 4.A Minimum of 9"of Cover Required is Required for All Components. ebar 1 ` r 5.All Structures Buried Three Feet or More or Subject ` w/coP SITE PASSED to Vehicular Traffic to be H-20 Loading.It is the Engineer's Fnd ` lO� r/ Recommendation that H-20 Always be Used. 6.Install 24"Cast Iron Watertight Risers and Covers to Grade Over f } TEST HOLE- 1 TEST HOLE-2 Septic Tank Inlet and Outlet,And 24"Cast Iron 18"Concrete 1 EL.I5.5 EL.I5.5 `` / /'' r Water Tight Risers and Covers To Within 6"of Finished Grade \� i FILL FILL Over D-Box and Two Leaching Chambers. / 7.Septic System to be Installed in Accordance With310 CMR 15.00& 15" 14.3 10 ..14.7 \ / / 248 CMR 1.00-7.00 Latest Revision and the Tam of Barnstable A LAYER iOYR 3[2.. ... A LAYER tOYR.312 VERY DARK GRAYISH BROWN.'.. VERY A Board of Health Regulations.ARK.GRAYISH BROWN 8.All Piping to be Sch.40 PVC. 13.3 16 ... $ NDY 0AM....'..�. . .A . 14.2 t B LAYER I OYR 6/6 B LAYER 1 OYR 6/6 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum 1 � , / BROWNISH YELLOW BROWNISH YELLOW Sump of 6". 10.The Separation Distance Between the Septic Tank Inlets and w / LOAMY SAND 36" LOAMY SAND 12.5 Al Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend 25 GALLONS GONE IN 5 MIN. PALE BROWN 36" PERC TEST 12.5 C LAYER IO 6/3 a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 20" 48" PERC RATE<2 MIN/IN(LTAR=0.74) 11.5 MED SAND Below the Flow Line,and Shall be Equipped With a Gas Baffle. C LAYER 10YR 6 3 PALE BROWN MED SAND 0 144"1 13.5 TEST HOLE-3 TEST HOLE-4 EL.15.5 EL.16.0 Finish Grade ��4 74) 1 FILL FILL Z` / ?I 6 . .: 15.5 3'Max_ €;"'"'S „�.,- �. .il Ert _ tit . ; IS A LAYER iOYR 3/2 9" Min / ` rc t e4 16) ` VERY DARK GRAYISH WNW- Compacted FM Filter 14.7 12 SANDY LOAM. 15.0 J Fabric LAYER IOYR 6/6 B LAYER IOYR 6/6 And Or B B 1 8" - i 2" BROWNISH YELLOW ROWNISH YELLOW\ ' Pea Stone ' 24" LOAMY SAND LOAMY SAND 13 5 24" 14.0 3' C LAYER l0 6 3 C LAYER tOYR 6/3 _ 2" - -- .,,�_ ._ :._:- �. ...__. _-_. _._ ,._.-. _._1._. � ._.._ _.-_ __. _1Er�CH„�,G..:-_--- - �- - _� _ rJouble_...igreshed PALE PALE BROWN Stone _ CHAMBER l 24" PERC TEST 13.5 ° Total Area To ML IlV 25} - F~ PERC RATE o2 MIN IN(LTAR 10.74) I 4' - 10 _ ...._: _..._ _.._ .. - ....._ 75,1'46±SF - 1.72±AC 132" 4.5 120"1 16.0 CROSS SECTION OF CHAMBER 1 , NOT TO SCALE X, , GtK F.G. EL. 15.00* *Final Foundation Grading To Be r y y Coordinated With Landscape Plan See Note 6 (typ,) F.G. EL. 12.50 Flow Equilizers EL. 26.2 As Required Installer To \ Confirm Prior EL. H-20 To Any Work 2000 Gallon L. 12.25 Top EL. 11,5 \ Septic Tank H-20 D-Box EL. ll.00 SkslOv ` Leaching � ���®� �� � To Be Installed On /� Chamber JTkc Stable Compacted Bedding, � \ � �, G� Inspection Port, !f!"ncauntered Rerrlowe& Replade:; ` \ O zo & Baffels A'1 Stnsurtable Soils W,th,rr 5;:;of as Per Title 5 The auuter Perimeter of The System: ^. Uo.4S `� \ 5) Q Groundwater FGI$TER�' �� � DEVELOPED PROFILE OF SYSTEM Per Test Hole 1 �FSS10NA� NOT TO SCALE REVISION: I Adjust House Location 04/29/16 TITLE: PREPARED BY: PREPARED FOR: NOTES: Site Plan Proposed Improvements • Engineering& Cape ry 48 Magnolia Avenue LLC 1. The property line information shown wasSuullivan consi ltin Ine compiled from available record information. At (508)4Ma344*P.O.ear659•7PadwRmd,OdwvllN,�G2656 West Bay Rd, Suite R swleeulftnwon.twm•wwwsunwatw0ii.com Osterville MA 02655 4/,V Magnolia A�enue (508) 420-3994 � 420-3995tox 2.) The topographic information was obtained � from on on the ground survey performed on B rn or between 10/SEP/15 and 22/SEP/15. stable� (Con tervill e) a Mass. Draft: JOD Field: WHK/KAR 20 0 10 20 40 80 3.) The datum used is NAVD i88, a fixed mean �.L DATE: SCALE: rr r Review: JOD Draft/Comp/Review: KAR/RRL sea level datum. November 10, 2015 1 =20 Proj. # 34040 # C 846 Pro J: - ' /G - ti + DIRECTIONS: ff _ LL- Legend: y From Hyannis -Follow .Main. Street to the : ti � West End Rotary; Take Scudder Avenue to �X '07' rf i El CB/DH Concrete Bound stopsign, and then take a right onto ! , r 1 0 SB DH - Stone Bound Smith Street, which turns into Craigville FBd" ,r ,` /; O/ q't Beach Road, Take a left onto Magnolia Q r her O Utility Pole s�. .. .., , • r Avenue, Site is by the end #32 & 34. I ,,� � �t�a�gam,,: ' ~�� �" �" � ��' a >` ,' � / / f ; h���� • Deciduous Tree Coniferous Tree CB .o -Fnd,' o Cedar Tree QJ Light Post • .a , ,`L p � Water Gate .r:,� x'+i`x .:,.,a� - - - /l t l f •S 6�p C -...a ,~1?'9 _ Hydrant - r ,/ a af�4/ (D3 Hose Bib �O \ r , 1 r / \ a /oo 0,. t_o� © Irrigation Valve l f / ,' r mot.,. } �' G' Location Ma ° p� /fr ^ > /f / l l / , \w' r -\ 1 � ti\ OHW- Overhead Wires Elevation Contour r Q / / 1 �( `\ ..........S.......... Underground Utility Line C; a ASSESSORS REF.. ��10 CZ Map 225, Parcels 011 & 03500 { 1 I I / i ) 1 co h r f pc ✓ r i c� try �m\� OVERLAY DISTRICT: AP - Aquifer Protection District ,r /r ✓`� f, / / / � � j 1 f 1 :i i / FLOOD ZONE: o _ >> f ° '2 G /' __Ar r- -- _ ea-Calculations ,Zones AE, ;_X, & X_02 _chance_ __�. --__ _.__s - - `-- r- f . Based on Map # � � � 25001CO564J ��o� p s i 1 „ Upland Lot Area 37,600 S.F. r a� o i I z� ve July 16, 2014 Proposed Lot Coverage = 5,078 S.F. (13.57.) ,o Includes Proposed Building, Porches, Deck, and Existing Garage. ZONE: RD-1 , / { ;%1 ' O = REVISED LOT COVERAGE 5,695 S.F. (15. 1 ) Area (min.) 43,560 SF Includes Pool Frontage (min) 20 ' �` /1 / // i / /% ` �'� Lj�`' !° `IV Width (min) 125' See Plan ,'\ ' / i / / �. \ r�, Setbacks: , 1 , / r Per Architect , �, Gross Habitable Floor Area 4,463 S.F. (11.97) Fron t 30' /r r' l / / f / �'1 �DO r', \ i f 1;; Side 10' ' r f / - Q� Q� i��f ,J< Rear 10 Buffer ZoneCalculations / / � / �' i { ya QQ`� ,1�/ � / -% � //✓ /mil / Existing PStps-\ \ 0-50' = 725 SF Conduit / 1 i��� `� � Proposed i¢, / H- li A.. r r ' at ,� 0-50' = 637 SF /r i t- -157eOp ry� I Existing, h ray �ry 50-100 = 3,400 SF 7` C' / � / / - ""' a �. 1 � t ♦ '` i /lr °'', / 1 Proposed 50-100' = 4,319 SF O / �i dl it fd 46.. \ • � ,. - a a^r i / 1J� �� ., 1 0 - Mitigation Required J N N� \ l �° x, < ,.- -; ,ROB ..1i�01 �,�r //� {�� �°cf/ / (637 SF - 725 SF) X 4 = -352 SF Hof � � f I l � � ;:`?. ` ~�' >_ r•:\�S ,J ^ FF � FO , t -'.,,' 0 �'�`'' , L / `21 2 / ....11 ' F�7NC u "� '_ �� `'•• 4 3190 SF ,- 3 400 SF = Q� ,/ � /, � �wz ,�' _ ( ) X 3 2, 757 SF f .r !, s / Total Required - 2'405 SF � � _ p f �--� .�.`t"^ / h• ;` !/ l /. .. ?, Total Provided = 2,448 SF l . w / n ' / \^ r r \: ♦ ', ��l,Ja°'� /l /�1 f Sd1 fa`b'soil - s j s n �.N 1 \ '� +/4 + CYO P �+�. I+ ♦ <'=t s p ap�o'r y f t -y t l .T + LIN CD + ♦ of O n0 t DESIGN DATA +. + \ + + OA -.Fr'- s. FQ/, tf.}.{ - - Single Famil 1 / � V � Y ++ ro{,#'` ++++++ ++' ♦ Q � / �`'�,. _i -g Bedroom QY10GPD- - Jr +++++ ��Q/ _- 0_ �Ap ! ��,' /OC, - No Garbage Grinder - S/� �� �ru + +++�+++++ A� i + +++�� //� a;s O �"(O� _ Total Daily Flow=880GPD / \ 0 - Q h Use a 2,000 Gal Septic Tank �, T� A ,�++ `+ ��%,F ♦♦'+c+T.l`+♦: .� �FO i T `�,`� ,0 N/F Ave Trust / ~ /y S> tiC, FpICD + AT 1 O� (/ O LEACHING AREA j aSt Magnolia agnOl10 / ��/ 4�1 , �� \ ^ti+ +++ + ++ + 1�F1+ ++++++ '1 {'j i ; O/�q,A O'jCF 880 GPD/0.74(LTAR)=1,189 SF Required nderg \' CT O / °3j r / `S` / ` WO Sidewall=2(12'-10"+7212'=339SF Pe -CB DH - \ \ /O_ + + + ♦ + + - �f, p _ 1 _ _ Q/,,, _ - Bottom Area= 12'-10"x72 923SF- / / \ �l/J 'V 3 + + + + ♦ ♦ ♦ ♦ + + + + *j ♦ ♦.. " T V Total Provided=1,262 SF Fnd e *�. 7 +++ + + + ♦ ♦ + + *, +,+ + ♦ + +, - + t LEACHING CHAMBER DESIGN /� + + + + + +r i it + ♦ ' /Q p All Pipes to be Schedule 40. Use CB1DH \ L �, : \` + �+ �fi ` Q 8-500 Gal.Leaching Chambers in a \ / Fnd 70 BCD 5. ++ ++ +++3+ ++♦ +++r a++ 41 - '•.� �� SF S Rebar �j SC \ tia�\`3 . + +\+ + ♦v+ +"+ ♦ + ; \ C�. O 12'-10"x 72'Washed Stone Field as Shown. l , t w��aP i �jA + + + + + + >+ + ♦ +�. 4+ «_+ s TQ q0 2J j �A + + + + fi + + * + ♦ + p O'Y'7C I R �r SS S ° CO-6 + ++++ + ++1++++%+♦ ♦+♦ QS 'Q i 6• A t, 2, +} + + ♦ �. Q Io Sep / �°°� �8�s,10.1 ebar ce/oH y��'`6p�0 °4 i �� ++* t++' + 'IT i 440 ;too/ ` G.'(ttr / �� i Fnd �F9 9 S \,4 + 0 pQ �Q {o� � / � w/aaP ��O cFS gyp:.• f a, � � � � �� � A o,QQpos �F Nq� Fnd , qAF®� l \ ,� /T e°o' NL'F SEPTIC NOTES Q \� OLei (3��.�� " \ CD�8 o . ! 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours - _ _•c �1ti; - - '_ �\Qr � - _ - Prior to Any Excavation For This Project the Contractor Shall Make '. the Required Notifications to Dig Safe(1-888-344-7233)and contact j / O 2 Sullivan Engineering&Consulting Inc.(508-428-3344), o f 2.The Contractor is Required to Secure Appropriate Permits From Town 0 4 _ C x Agencies For Construction Defined by This Plan. Q� 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall CD-9 t1 PERC TEST: 14,824 Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to • r Assure Watertightness.In General,Water Lines Shall be Constructed in PERFORMED BY:CHARLES ROWLAND,EIT-SULLIVAN ENGINEERING \ - - - - Coordination With COMM Water,and Shall be in Accordance R3 CB�DH r / SOIL EVALUATOR NO.13586 Fnd WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE With 248 CMR 1.00-7.00&310 CMR 15.00. SEPTEMBER 23,2015 4.A Minimum of 9"of Cover is Required for All Components. Jebar / 5.All Structures Buried Three Feet or More or Subject w Cap j / .SITE PASSED to Vehicular Traffic to be H-20 Loading.It is the Engineer's W P 1\ Q Fnd \ h/ / ,/ Recommendation that H-20 Always be Used. j \ / 6.Install 24"Cast iron Watertight Risers and Covers to Grade Over - TEST HOLE-2 EL.I5.5 Septic Tank Inlet and Outlet,And 24"Cast Iron or 18"Concrete j- - - Water Tight Risers and Covers To Within 6"of Finished Grade TEST HOLE 1 \ 1 ........ ..: .,.':FILL' FILL. Over D Box and Two Leaching Chambers EL.15 5 S \ ! ::: . 7.Septic System to be Installed in Accordance With 310 CMR 15.00& / 15" ... 14.3 10":::...'.' .. ..:.:.: 14.7 e / A LAYER i0YR3[2 A LAYER i0YR3/2 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable .. ..... .. 'ERX'IDARK GRAYISHBROWN-_... �ERX 0AW GRAY)SII.BRO\W o be Sc.440 PVC / f , 26"."::::.'..'.:.:�ANtIY:Li�AIyI. :. 13.3 16 :.':.':.'........SANDY.LQAM Piping to Board 8 All Pip g t 14.2 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum B LAYER IOYR 6/6 B LAYER IOYR 6/6 BROWN[SITYELLOW BROWNISH YELLOW Sump of6". 10.The Separation Distance Between the Septic Tank Inlets and / I LOAMY SAND 36" LOAMY SAND 12.5 Outlets Shall be No Less than the Liquid Depth,Inlet Tees Shall Extend 36" PERC TEST 12.5 C LAYER 10YR 6/3 25 GALLONS GONE IN 5 MIN. PALE BROWN a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 20" ` 48" PERC RATE<2 MIN/IN(LTAR=0.74) 11.5 MED SAND Below the Flow Line,and Shall be Equipped With a Gas Baffle. C LAYER IOYR 6/3 \ , '� , PALE13ROWN MED SAND ;0 144" 3.5 IA-A-1 3.5 TEST HOLE t -3 TEST HOLE-4` \ EL.15.5 EL.16.0 �i E�j \ _... Finish Grade 4) \ 1 FIIL FILL f- A ::.. .. . .. .. 6 Is.S. . ......... Max. \ \ :... .:.A'LrkYER IOXR 3/2 Mi - _ i 1st .........:: :::':'::'::. YERX'DARK:GRAYISHBROWN::':. Compacted Fill Filter 9" 14.7 12 SANDY.LQAM'::':'.'::.::. 15.0 Fabric B LAYER l OYR 6/6 And/Or B LAYER lOYR 6/6 6\ BROWNISH YELLOW BROWNISH YELLOW 2 _ ,. i/8" - 1/2 / r f LOAMY SAND LOAMY SAND +. fi Pea Stone 24" 13.5 24" 14.0 3' . ...-.e-..,___-CLAYS 10YR6/3 _ .....�.-.�._._._ - [� evFa: .... �.. -. _ ,.�. . 'm�.� - ,,. «-_ / .. / - - - -_LEACHING_.-;. �. Double Washed PALE BROWN - PALE BROWN , \ - MED SAND MED SAND CHAMBER stone .: 24" PERC TEST 13.5 Total Area To MLW 4• - -6- _� ._.- ....�- 25 GALLONS GONE IN 5 MIN'.. - - - - PERC RATE<2 MINAN(LTAR=0.74) 12'-10" - - - - 75,146±SF - 1.72±AC 132' 4.5 12W' CROSS SECTION OF CHAMBER NOT TO SCALE M�tK 17 F.G. EL. 15.00* - *Final Foundation Grading To Be See Note 6 t Coordinated With Landscape Plan 1p') F.G. EL. 12.50 � 1 \ \ Flow Equilizers �'\ �•\ \ } - EL 26.25 As Required Installer To _ - Confirm Prior - EL 1-. H-20 To Any Work 2,000 Gallon L 12.25 Ton EL 11.5 Septic Tank H-20 L. G D Box 11.00 o Leaching a To Be Installed On 10 5 ' Chamber ompac a ose _ \ \ \ \ ��` �•\ : \ Bedding,"T"s, ".'::........ ............... \ \ I \ Inspection Port, ffEMlotltYt$PPdhTeinGS ;:B: 2eptaCB t. .5 & Saffels R#.tRist7itdtx{? Sols kVithln'S Gf as Per Title 5 The Qujs3t PaFtmstsr of Ttrme- ysiem` EL. 3.5 No Groundwater Per Test Hole 1 DEVELOPED PROFILE OF SYSTEM <o I \ \ ,I w NOT TO SCALE dd--Proposed Pool\ U9/01/16 REVISION: Adjust House Location 1041291161 TITLE: PREPARED BY. PREPARED FOR: ND TES: Site Plan - Proposed I 1 1 p1 oVe1 1 ►enta7 FiIlglIleel'1Dg 8t CapeSury 48 Magnolia Avenue LL l� 1.) The property line information shown was _ wufliVan ConsulUng,Inc compiled from available record information. m A t West Bay Rd, Suite G y (500)428.33�4•PQ Bait 659•7 Paaadw Road.Otr.Eerwii%mA 02655 j // Magnolia �-1 a a eci0wilivxteta6in.00m•wmaw1liva n.twm Osterville MA 02655 'T Q n //a 1 1o''a /, Venue (sos) 420-3994 42o-3ss5fax 2.) The topographic information was obtained 8 �V� g A from on on the ground survey performed on or between 10/SEP/15 and 22/SEP/15. it Bamstable (Cen ) Mass. terville o Draft. JOD Field: WHK/KAR 3.) The datum used is NAVD '88, a fixed mean :.1� 20 0 10 20 40 80 sea level datum. DATE SCALE: r Review: JOD Draft/Comp/Review: KAR/RRL November. 10, 2015 1rr=20 Proi # 34040 Proj. # C-846 I j - I l